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R_5763_SPH3
!ff g ..J if: m ::i::: . (.) f--u) .::..:i"'----11-~~~,-----t-ADAMS AVE. ci "' ORANGE COAST Cll z CITY OF COLLEGE 0 f--~ (/) (!) "' "" z ~ ~ -"' "' ~o zo ::> !Ii ::i::: u.. COSTA "' 0 MESA m "' -< :c VICTORIA ',;i -< 19TH ST. -< ,= z w u -< ..J 0.. PROJECT LOCATION VICINITY MAP SCALE: 1" = 4400' SYMBOL LEGEND • POWER POLE ST. IQ'SSMH SANITARY SEWER MANHOLE 'l;f FIRE HYDRANT "' w ,. "' "' "- rL WM_ ~ WATER METER BOX & SERVICE D GM GAS METER -----,-@-VALVE. POWER POLE ANCHOR /j, MONUMENT -x-x-x-FENCE ==== BLOCKWALL 0 TREE Q CJ SHRUBBERY ..,,,_.,,,.,,, .,,,_ ASPHALT PAVt.MENT ;: ; : l :J:::::::: :\ BRICKWALK 1·:. :_: :_:·_-: : • .. ·.j CONCRETE bu.JI BUILDING _ _ _ _ EXISTING CONSTRUCTION ----PROPERTY LINE ----NEW CONSTRUCTION - - -PHASING LINE ---t.---CENTERLINE ----S----SEWER LINE -----W--WATER LINE _ --G-- -GAS LINE -E--POWER LINE -TEL -TELEPHONE LINE ---1:,A TV-CABLEVISION LINE -SP--SPRINKLER SYSTEM :a: STREET LIGHT SIGN GARAGE OPENING WINDOW SPRINKLER BAKER ~ L CP A T .# ~*J- -;fr~ <Jc· -§l \' UPPER ~ NEWPORT _ _l BAY;,,' s,:-}c1TY • f, 0 '"' [NEW ,g ~-._'f:jl BEA 0 """' ~ c.,\' -<) ~ i\~ '1s;- \' ~ ~ LEGEND: UNIVERSIT E2ZI COLD MILL AC PAVt.MENT. ~ COLD MILL CONCRETE PAVt.MENT. ~ REMOVE. AC PAVt.MENT. h\!I REMOVE. CONCRETE PAVEMENT. ■ * 0 0 @ e t-::~:EJ LIMITS OF CONSTRUCTION (LOCATION MAP) LANDSCAPE AREA CONCRETE LIGHT STANDARD C°!CRETE POST W HANGING BASKETS 2' DIAMETER PRECAST CONCRETE POT ASH RECEPTACLE TRASH RECEPTACLE TIMBER FORM RENAISSANCE BENCH MODULAR NEWSPAPER RACK BIKE RACK (IB---coNST. NOTE NUMBER W,-DETAIL ON SHEET NO. STREET DRAWING NUMBER HARDSCAPE DRAWING NUMBER ® t-CITY OF IRVINE \ STORM DRAIN DRAWING NUMBER WATER AND SEWER DRAWING NUMBER EMERGENCY TELEPHONE NUMBERS CONTRACT PHONE SOUTHERN CALIFORNIA GAS COMPANY JIM BEVANS 714-634-7287 SOUTHERN CALIFORNIA EDISON COMPANY JENNIFER McCALL 714-895-D109 SBC JEFF MERICKEL 714-666-5710 CITY OF NEWPORT BEACH (UTILITIES) ALFRED CASTANON 949-644-3011 COUNTY SANITATION DISTRICTS BOB CHENOWITH 714-593-7318 OF ORANGE COUNTY ADELPHIA JOE BARRIOS Dffi--~11--1962 UNDERGROUND SERVICE ALERT 1(800)-422-4133 CALL TOLL FREE 1-800-422-4133 BEFORE YOU DIG PUBLIC WORKS DEPARTMENT BALBOA VILLAGE PHASE 3 IMPROVEMENT PLANS C-3727 HAflDfN,-, .... s7: ti ALLEY 256-S /:: . ·, .. ~!.: 8Ay ;:' ,.,..,,,;,,,. /J,v.-.. ,,.. ,. ... , .... .:-••~---,!._Qt/vi;: ... , it, ••• -·""'i~}:ea;;-;?il:s.'.,,\,::,,,,," . . BALBOA BLVD. ti z O ALLEY 256-U ti ALLEY 256-T I-' 0 ALLEY 256-V I-' -----\ I ! OCEAN ~ i 1----..'.:::=======;~:;:;11;, 1;11;;:11;;:11;;:11 ;;:111;1,;;;, ;; __ ;;_ ;::::_ t=t~~~~~~ FRONT 7 11111111 I 11111111111111111111 1111111111111111 I I I I I I I I I I I I I PENINSULA PARK D □11111111111111111111111111111111111111111111111111111111111'[;]'1111111111111111 LOCATION MAP BASIS OF BEARINGS= THE BEARING N 55'27'55" W BEING THE CENTERLINE OF BAY AVENUE AS SHOWN ON PARCEL MAP RECORDED IN BOOK 117, PAGE 24, RECORDS OF ORANGE COUNTY, WAS USED AS THE BASIS OF BEARINGS FOR THIS SURVEY. SCALE 1"=150' BENCH MARK= O.C.S. B.M. 1 E-116-99 ON THE TOP NORTHWEST CORNER OF A 5.0 FT BY 5.0 FT CONCRETE CATCH BASIN. MONUMENT IS LOCATED ALONG THE WESTERLY SIDE OF PALM STREET, 110 FT. NORTHERLY OF BAY AVENUE AND 2 FT WEST OF THE CENTERLINE OF PALM STREET. ADJ 1999 -ELEV 5.183 NGVD29 SHEET INDEX : 1 TITLE SHEET 2 CONSTRUCTION NOTES 3 TYPICAL SECTIONS & DETAILS 4 HORIZONTAL CONTROL PLAN 5 BAUBOA BOULEVARD 6 EAST BAY AVENUE 7 PALM STREET 8 WASHINGTON STREET 9-12 DEMOLITION PLANS 13-16 HARDSCAPE HORIZONTAL CONTROL PLANS 17 STORM DRAIN PLANS 18 SIGNING AND STRIPING 19-21 STREET LIGHTS 22-24 IRRIGATION PLANS AND DETAILS 25 PLANTING PLANS AND DETAILS BASIS OF COORDINATES: COORDINATE VALUES OF NORTHING 1108.60, EASTING BEING THE COORDINATE OF A 2'' BRASS DISK AT THE INTERSECTION OF THE CENTER LINE OF BAY AVENUE WITH THE CENTER LINE OF WASHINGTON STREET. BALBOA VILLAGE IMPROVEMENT PLAN --::: . '' ' .. STREET CONSTRUCTION NOTES : CD CONSlRUCT VARIABLE lHICKNESS A.C. LEVELING COURSE. 2! PROVIDE AND INSTALL FABRIC GLASSGRID 8502. CONSlRUCT 2" lHICK A.C. FINISH COURSE. CONSlRUCT 6" lHICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L 0111':R 6" CMB. ® CONSlRUCT TYPE "A' P.C.C. CURB AND GUTTER, 6" MIN. TO 8' MAX. CURB FACE PER CNB STD-182-L (CURB HEIGHT VARIES PER PROFILES). CONSlRUCT TYPE "8" P.C.C. CURB PER CNB STD-182-L. ffi CONSlRUCT DRllll':WAY APPROACH (MODIFIED) PER CNB STD-160-L-A, WIDlH PER PLAN. ,--. a ~ ),c CONSlRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L. CONSlRUCT P.C.C. ALLEY APPROACH PER CNB STD-142-L, TYPE "C" (MODIFIED). 10 CONSlRUCT 4' WIDE CROSS GUTTER PER DETAIL ON SHEET 3. >-11 CONSlRUCT CURB RAMP PER CAL lRANS STD PLAN ABBA, CASE C. (E) CONSlRUCT CURB RAMP PER CAL lRANS STD PLAN ABBA, CASE A. @ CONSlRUCT CURB RAMP PER CAL lRANS STD PLAN ABBA, CASE 8. @ CONSlRUCT 3" lHICK AC PAVEMENT OVER 4' CMB. @ NOT USED. ,--. 16 CONSlRUCT PRIVATE DRAINS lHROUGH CURB PER CNB STD-1B4-L. ),c 17 CONSlRUCT CURB RAMP PER APWA STD PLAN 111-2 CASE A, TYPE 4 (MODIFIED). ),c 18 CONSlRUCT PARKING METER POST PER CNB STD'S 920-L/921-L/922-L. :;; CONSlRUCT 6" PCC, 4' CMB SIDEWALK / DRIVEWAY. @) CONSlRUCT lRASH ENCLOSURE PER DETAIL ON SHEET 3. <Jj) BLOCK OUT lREE WELL. 22 NOT USED t CONSlRUCT PARKWAY DRAIN PER APWA STD 151-1, INLET TYPE 2. <E> REMO\,£ TOP OF EXISTING CATCH BASIN AND REPLACE WllH DECORA 1111£ CONCRETE TO MATCH SIDEWALK. • CONSlRUCT 4" lHICK AC PAVEMENT OVER a• CMB. CONSlRUCT PCC ALLEY PER CNB STD-143-L. CONSlRUCT 5' AC PAVEMENT 0111':R 6" CMB. ABBREVIATIONS 0 4: PT AB ADA APWA APPR ARV ATTN BKFLW BLDG BW CAB CATV C NAIL CNB CNTLR CSD cu DI DYA E'LY ENCL EMH EPB EQ ETC *NOTE: AT ANGLE POINT ASPHALT BASE AMERICAN DISABILITIES ACT AMERICAN PUBLIC WORKS ASSOCIATION APPROACH AIR RELIEF VALVE ATTENTION BACKFLOW BUILDING BACK OF WALK CRUSHED AGGREGATE BASE CABLE TV CONCRETE NAIL CITY OF NEWPORT BEACH CONlROLLER COUNTY SANITA llON DISlRICT CUBIC DUCTILE IRON DIAZ YOURMAN & ASSOCIATES EASTERLY ENCLOSURE ELEClRICAL MANHOLE ELEClRICAL PULL BOX EQUAL ET CETERA EX, EXST EXIST EV FE FIDC FPS FT GB GP GUlR GUY GV liC HOR HP ID INC INT IP&T IRR L&T LT MIN MJ MOC MSL MlR ALL OlHER ABBREVIATIONS ARE DEFINED IN SECTION 1-3.2 OF lHE "GREENBOOK" STANDARD SPECIFICA llONS FOR PUBLIC WORKS CONSlRUCllON. EXISTING EXISTING ELEClRICAL VALVE FLANGED END FIRE DEPARTMENT CONNECTION FEET PER SECOND FEET GRADE BREAK GUARD POST GUTTER GUY WIRE GATE VALVE HANDICAP HORIZONTAL HIGH POINT INSIDE DIAMETER INCORPORATED INTERSECTION IRON PIPE AND TAG IRRIGATION LEAD AND TACK LEFT MINIMUM MECHANICAL JOINT MIDDLE OF CURVE MEAN SEA LEVEL METER DEMOLmON NOTES : ~ ~ 10 >-( 04 >-to ),c g @ ~ ~ ~ 114 >-< 115 >< 116 >,;j ; SAWCUT AND REM0\1£ EXISTING PCC CURB AND GUTTER. SAWCUT AND REM0\1£ EXISTING 8" lHICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISTING PCC CROSS GUTTER. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING SlREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER, CLEAN-OUT, SURlll':Y, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OlHER UTILITIES SHALL BE ADJUSTED T6 GRADE BY OlHERS. REMOVE PULL BOX AND CONDUCTORS IN lHE ABANDONED CONDUIT. REMOVE AND SALVAGE EXISTING SlREET LIGHT. RELOCATE SlREET SIGN PER SIGNING AND SlRIPING PLAN. CITY TO SALVAGE METER HEAD AND CONlRACTOR TO REMOVE POST AND FOOTING. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING lREE. REMOVE EXISTING lRASH ENCLOSURE. REMOVE AND REPLACE EXISTING FENCE AND GUARD POSTS. COLD PLANE EXISTING PCC PAVEMENT 2". STORM DRAIN CONSTRUCTION NOTES : i INSTALL 24" R.C.P. STORM DRAIN PIPE WllH BEDDING PER CITY STD. DWG. NO. 106-L. CONSlRUCT CATCH BASIN, CURB INLET TYPE OS, PER CITY STD. DWG. NO. 306-L. CONSlRUCT 8" HOPE STORM DRAIN PIPE WllH BEDDING PER CITY STD. DWG NO. 106-L. N'LY NO NTS PAV'T PBOX PIV PMRK POC PRK PROP PVI RET RPM RT R/W SAN SDR SDMH SLPB S'LY SMH SPA STL TEL lR TSPB VER Wi'.v WV WWF X-ING NORlHERLY NUMBER NOT TO SCALE PAVEMENT PULL BOX POST INDICATOR VALVE PAINT MARK POINT OF CONNECTION PARKING PROPOSED POINT OF VERTICAL INTERSECTION RETAINING RAISED PAVEMENT MARKER RIGHT RIGHT OF WAY SANITARY STORM DRAIN STORM DRAIN MANHOLE SlREET LIGHT POLE BOX SOUlHERLY SEWER MANHOLE SPACES STEEL TELEPHONE lRAFFIC lRAFFIC SIGNAL POLE BOX VERTICAL WllH WESTERLY WATER VALVE WELDED \',IRE FABRIC CROSSING PLANS PREPARED BY: GENERAL NOTES: 1. ALL WORK DETAILED ON lHESE PLANS TO BE PERFORMED UNDER CONlRACT SHALL, EXCEPT AS OlHERWISE STATED IN lHE CITY'S STANDARD SPECIAL PROVISIONS AND STANDARD DRAWINGS FOR PUBLIC WORKS CONSlRUCllON, 2004 EDITION, OR IN lHIS CONlRACrs SPECIAL PROVISIONS, BE CONSlRUCTED IN ACCORDANCE V.,lH lHE "STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSlRUCllON," 2004 EDITION, (AND SUPPLEMENTS TO DA TE), SOILS REPORT PREPARED BY DIAZ, YOURMAN AND ASSOCIATES, DATED MAY 31, 2001. EXCERPTS OF lHE SOILS REPORT CAN BE FOUND IN lHE SPECIFICA llONS APPENDICES. 2. STORM DRAIN FILTERS SHALL BE INSTALLED ACROSS INLETS TO ALL NEW CATCH BASINS lHAT DRAIN INTO NEW STORM DRAIN SYSTEM. FILTERS SHALL BE ABTECH INDUSlRIES ULlRA-URBAN FILTER SERIES C02000 FOR CURB OPENING STORM DRAINS. TELEPHONE (800) 974-4495. 3. IT SHALL BE CONlRACTOR'S RESPONSIBILITY TO ARRANGE FOR AND COORDINATE lHE RELOCATION OF ANY EXISTING UTILITIES DEEMED NECESSARY BY lHE PROPOSED IMPROVEMENT. 4. WHENEVER IT BECOMES NECESSARY TO TUNNEL UNDER EXISTING IMPROVEMENTS, lHE CONlRACTOR SHALL SUPPORT lHOSE IMPROVEMENTS IN A MANNER APPROVED BY lHE CITY ENGINEER, OR lHE CONlRACTOR SHALL SAWCUT, REMOVE AND REPLACE lHOSE IMPROVEMENTS IN ACCORDANCE Y,llH lHE CITY STANDARD DRAY,!NGS. 5. IT SHALL BE lHE CONlRACTOR'S RESPONSIBILITY TO VERIFY lHE LOCA llON OF ALL EXISTING UNDERGROUND UTILITIES (BY POlHOLING OR OlHER MEANS), CONlRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT (U.S.A.) (800) 422-4133 AT LEAST TWO WORKING DAYS PRIOR TO ANY EXCAVATION TO LOCATE EXISTING UTILITIES. 6. CONlRACTOR SHALL OBTAIN ANY REQUIRED O.S.H.A. PERMITS PRIOR TO ANY EXCAVATIONS. 7. SlREET CONSlRUCllON AND IMPROVEMENTS SHALL NOT BE OPENED FOR PUBLIC USE UNTIL ACCEPTED BY lHE CITY. 8. PURSUANT TO SECTION 8771 OF lHE BUSINESS AND PROFESSIONS CODE, EXISTING SURVEY MONUMENTS SHALL BE NOTED AND DOCUMENTED BEFORE CONSlRUCllON. IF MONUMENTS ARE DISTURBED DURING CONSlRUCllON, lHE CONlRACTOR SHALL PAY LAND SURVEYOR OR REGISTERED ENGINEER TO RESET SUCH MONUMENTS, UNLESS OlHERY,ISE SPECIFIED OR DESIGN A TED. 9. CONlRACTOR SHALL SUBMIT A STORM WATER POLLUTION PREVENTION PLAN AND MONITORING PROGRAM TO lHE CITY PRIOR TO lHE START OF lHE PROJECT. 10. CONlRACTOR SHALL RECONNECT ALL WATER SERVICES ON lHE CUSTOMER SIDE AND ADJUST TO FINISH GRADE. 11. CONlRACTOR SHALL INSTALL NEW CITY MANHOLE COVERS, VALVE BOXES AND METERS BOXES IN ALL AREAS OF lHE WORK, UNAUTHORIZED CHANGES : CAUTION: lHE ENGINEER PREPARING lHESE PLANS WILL NOT BE RESPONSIBLE FOR UNAUlHORIZED CHANGES TO OR USE OF lHESE PLANS. ALL CHANGES TO lHESE PLANS MUST BE IN WRITING AND MUST BE APPROVED BY lHE PREPARER OF lHESE PLANS AND. lHE CITY ENGINEER. DISPOSITION NOTES : IT] PROTECT IN PLACE (ITEM AS INDICATED) [fil REMOVE AND SALVAGE (ITEM AS INDICATED) [}] REMOVE AND DISPOSE (ITEM AS INDICATED) [Ij RELOCATE BY OlHERS (ITEM AS INDICATED) @J REMOVE AND REPLACE (ITEM AS INDICATED) 0 REMOVE AND RELOCATE (ITEM AS INDICATED) REVISIONS LITHOCkE IE NOTES= {SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB l..lTHOCRETE lHICKNESS AQOREQAlE © 4" ROSSO NERO ® a• ROSSO NERO DECORA 1lVE CONCRETE NOTES: l..lTHOCRElE STAIN RNISH UNSTAINED UNSTAINED 1. DECORATIVE CONCRETE TYPE A SHALL MATCH THE EXISTING DECORATIVE CONCRETE PAVEMENT IN MAIN STIREET BElWEEN BALBOA BOULEVARD AND BAY AVENUE IN COLOR, TEXTURE AND FINISH. APPROVAL RECOMMENDEO: t, C-3727 PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 1---1----1------1--------------1-A_P_P_R_O_VE_D--1 _[t ' i/7 I j ~1A .. ~ 5-.P ' l?1_µ1 BALBOA VILLAGE IMPROVEMENT PLAN CONSTRUCTION NOTES (714) 751-7373 Fax (714) 545-8883 UNDER TH% DIREc;i:.~ERVISION OF: I/ /. '\ /7 \._//i, {I I 1A I// THOMAS>HERBEL, cfo=-', '=Ex-::P":o=-1 /c:::30::c;c::07,----- PROJEuT MANAGER j R.C.E. NO. 22882 I □A lE ot / 3JJ lo c CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 2 OF 25 .j ' " : ' ' ~ < ' w " • ' " n , 7 ~ 0 " I • ' " " 0 I ~ " • • ' 0 " ,c • ' ~ N 0 " 0 • ~ w 7 :; , • E 0 7 u • 0 w • " N ci I " 0 0 N " ' • 0 ~~ ► i- ~ .::'.'.) 'T ' ' • '.' ' ' ' ~--' ., SIDEWALK IN ACCORDANCE'\ WITH CNB STD-180-L ii\ ~L_--l-----~---1--------+ CURB FACE NO UP AT GUTTER SIDEWALK ACCESS RAMP IN ACCORDANCE WITH TITLE 24 AND ADA I I " \ \ RADIUS CORNER RAMP NTS 2' 2' • FOR RAMP SPECIFICATIONS AND GENERAL NOTES SEE (APWA STD PLAN NO. 111-2, SHT. 10 OF 10) SIDEWALK IN ACCORDANCE WITH CNB STD-180-L A.C. PAVEMENT a• PCC PAVEMENT = =~~VA~R~l5_~S~,,,,....-~ i---, ·ro t') 4' WIDE CROSS GU I I EH NTS 3/4" STEEL DOWEL @ 18" O.C. AT PCC PAVEMENT NORTH R/W VAR. BALBOA BLVD. VAR. SOUTH R/W NORTH SIDEWALK STA. 17+79 TO 10+44.73 'A' STREET SOlJTH SIDEWALK STA. 17+70 TO 9+60'A'SIBEET NORTH R/W 40' SOUTH R/W 20' 20' BW.__ __ ----==-----1----'='"-------1 VARIES 1'-2' I 7.25' 12.75' 15' 5' -1----t----'-='-=---t--6-.,---8"-----'-'C.=--F.-5--t---=-..i I 2.0% MAX I a 5 611 -811 C .. FINISHED I SURFACE 2.0% I 27 ~ 1.5% MIN MAX ~~~~~ EXISTING PAVEMENT EAST BAY AVE. STA. 2+98.33 TO STA. 4+85.11 PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Casto Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER T E DIRECT SUPERVISION OF: /) / NORTH R/W 6.25' I 2.0% MAX 8 40' 20· 20· 13.75' FINISHED SURFACE 5 6"-B" C.F.I VAR. - EXI NG PAVEMENT EAST BAY AVE. SOUTH R/W STA. 5+29.94 TO STA. 7+08.45 WEST BLOG. 29.0'± 14.0'± t a· 15.0'± FLOW 5,LINE 5, EAST BLDG. EXISTING PAVEMENT WASHINGTON STREET STA. 12+11.94 TO STA. 12+86.98 REVISIONS NO. DATE BY VAR. APPROVED WEST R/W • 2.0% MAX - WEST R/W I 9.5' CONSTRUCTION NOTES: CD CONSTRUCT VARIABLE lHICKNESS A.C. LEVELING COURSE. ~ 2 PR0"1DE AND INSTALL PAVEMENT REINFORCING FABRIC. CONSTRUCT 2" lHICK A.C. FINISH COURSE. CONSTRUCT 6" lHICK P.C.C. CONCRETE ROADWAY PER CNB STD-10B-L AND STD-109-L OVER 6" CMB. CONSTRUCT TYPE "A" P.C.C. CURB AND GUffiR, B-INCH MAXIMUM CURB FACE PER CNB STD-1B2-L (CURB HEIGHT VARIES PER PROFILES). CONSTRUCT TYPE "B" P.C.C. CURB PER CNB STD-182-L CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L. CONSTRUCT 4" lHICK AC PAVEMENT OVER a• CMB. CONSTRUCT 5" AC PAVEMENT OVER 6" CMB. 25' 17' 5 6" C.F. 1.5% MIN 50' ' 25' 17' 1.5% MIN 4' FINISHED SURFACEH EXISTING PAVEMENT PALM STREET STA. 10+53.85 TO STA. 12+15.63 51.5' 26.5' ' 25' a· EAST R/W EAST R/W I 17' 17' a· I 8 r2.5'_ EXST C&G 1 EXST C&G 2.0%! _To ~EMAIN__ __To ~EMAINl,~==M="x+=i ~vi-,-~ J L J ,-. EXISTING PAVEMENT ,-. i i ~ ~ PALM STREET STA. 12+67.47 TO STA. 13+67.00 C-3727 APPROVAL RECOMMENDED: DATE ot bo foe; TYPICAL SECTIONS AND DETAILS R-5763-S ' .e • s m " B ' " " 0 , ~ 3 0 ' ' 0 ' ~ / 2 ' ' , • C ' " -c ,, C , " 0 " 0 • ~ w z '.Cl ; ' E ' z ~ 0 0 " • • • 0 ' • 0 0 N CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT SHEET 3 OF 25 ~ • ' ·, ;,,_, • -, • I ' I T -----,---~ -------i', -1 r'=i'7 9+65.76 BALBOA OULEV/iRO--_c, ! =10+00.00 AD~MS STR~EI 9.59,-_-+_·. -++-l-: 2000'] 3: I " 1Q ir,,.. :1 ! f" i IN . !I iC'\I / : i i / ----l~-_,.,,. ___ ecr::...,,•.~,,~-"-~-"-""'-"'""- : (i '·-1 j ;(·:·_,_ l ___ _ 'i ' "'Tl'~c----+--____ 1♦p,~ -----+-. ---~--' ~~""""-"~ T----~--------- - __.,,a~.,-- 1 , r·---·1 ,,1r_~ ( l8+64.99 iAD~ s skEET -,--i ~--11 ~ I ij ' , / l_o If 11 =o+oo 1LLE ; : I(!~~: 11 1 I !\~ I I/ I' : i 1' \\ ' I i' '', BORING LEGEND : ~ OYA BORING LOCATION. ~ OYA CORING LOCATION. + CORING LOCATION BY OTHERS, j i I -... ..! I,_ 20 Q I i '1 i_ GRAPHIC SCALE: 40 I 1"=40' I,"} ,t, ·-~/ ! j ' 5.50 5.5 -i31. ' I () L ' I ! , ... I I!'// ; I .... ,1 ' ' ' -.. ___ :-.:::~_}_,)) l_ .. -------, 'b 0 ~ b 0 I, // / ' .. / I,, -ALLEY OPENING .,I\I 3(i:23' s~~~a -7 , oo S68"23'12"E -11----+.;i;.1--'1 -->------ 'b BALBOA g ' 00 N ----,-l".i 8+64.98 PALM STREE 1 =2+5 .41 ALLEY \ \ -~/------·gj------ ' ' .... , .... ,+: I I ... -.! ..• ···--·"·I I -' ALLEY i OPENING ' . , I • ! I ; I I I ' I I ' ' I , ,J ; / . -' I ' I ' I ! , .. I ! / l • / / • I I --~-==c:1-~--,---~...,.--- . -. .. ~ .. • ,i.J ,:,., ~":,.: ~~~~-~= ,":""'"' ;,; , ,;"'"'"" o "''""'""' sram I >-i I J~~~i . 8 :_ ~C!) ffi I i .-· 910 I """ Q.. -~L-•' "''- ;JI 11 'b 0 d I ---~",e,fO -I - = Q.l ________ -· • :,: AIIEJ.1 256-U ~----- 1 • .--;--, .--·--7. --N68'23'3, "W '"' ' 'I ! I I I i '8+65. 'ET =5+14 , PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox (714) 545-8883 UNDER THE DIRECT SUPERVISION Of: 0 - !¼<1 ~ ., "(il ,:,i ~$ a:: No,_ 53JOO <ll E;,cp. 07 /30/0 DAlf ~/?,1 /4ir I ALLEY OPENING NO. DATE BY CONTROL POINTS : , l I I I I ! . • • / // i1 ..... Ii -'1-'! ____ J4"'--~~S~6!!'_23'1~2""=E~_ ~= _ "l"' __ , ___ _ '/: DRIVEWAY-- OPENING : _ __ I 28.88" 1---- 17+35.53 BALBOA BOULEVARD =10+00.00 MAIN STREET ALLEY OPENING 8+65.03 MAIN S =7+69.90 ALLEY : ··----, ! -·--·- 9.05'-- 'I I: ! i I' i 1 _____ _ I,--- ! ' 1; • 11 ' REVISIONS APPROVAL RECOMMENDED: APPROVED #27 #10 #15 DAlE _0=1 f~39~11~v _c; _ N 1000.27, E 999.35 COPPER PIN IN STANDARD SURVEY MONUMENT INT. OF WASHINGTON ST. AND BALBOA BLVD . N 791.06, E 916.52 STANDARD SURVEY MONUMENT AT CENTERLINE OF WASHINGTON ST. N 1190.05, E 520.31 TACK IN STANDARD SURVEY MONUMENT INT. OF ADAMS ST. AND BALBOA BL VD. N 980.94, E 437.23 STANDARD SURVEY MONUMENT AT CENTERLINE OF ADAMS ST. -----i -------j r-,, ! I / i /7 / / / / : I I I i / .!f"'/ J i !/ ) / / I 1 I -) /7 __ , ·, I . , i ( i i i ; / r r I i I r--., I' ,1 .I i ! I I I I I I I I I .. , • : I / ,. i ! i I I -_J I I I / 1· I I , , I I i I ---- ··-----. ·;,;-·--. --------_:_-:,----- /r Ii ! 11 i1 I I I ----- 19+92.82 BALBOA BOULEVARD =10+00.00 A STREET ------ 8+65.05 "A• STREET =10+27.94 ALLEY C-3727 BALBOA VILLAGE IMPROVEMENT PLANS HORIZONTAL CONTROL PLAN CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 4 OF 25 i ;.i_._ . ' " ..... NOTES: 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2. SEE SHEET 13 FOR LITHOCRETE SIDEWALK DETAILS. 20 10 o 20 40 GRAPHIC SCALE: 1 "=20' I I • • I I I I I ! ! ;. C i I I ' ,D-.., (';.1~ ,-;,, PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: EXP 07 /30/07 I I ! NO. DATE BY DATF ;fa1/4t, I 7 / i I I I I I i ' I I I I ----- REVISIONS APPROVED CONSTRUCTION NOTES CONSTRUCT DRIVEWAY APPROACH (MODIFIED) PER CNB SID-160-L-A, WIDTH PER PLAN. CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB SID-180-L CONSTRUCT CURB RAMP PER CALTRANS sm PLAN ABBA, CASE C. DISPOSITION NOTES OJ PROTECT IN PLACE. C-3727 APPROVAL RECOMMENDED: (i I BALBOA BOULEVARD IMPROVEMENT PLAN r------------------.------------1 R-5763-S .t ' ' 0 ! l, l 3 { 5 t • _, i ~ a a • ~ ~ • 1 • ~ , gl C Ol /Jo {br_ DATE --~~--~Y ___ 1 ~ r--------=1. SHEET 5 OF 25 ; L.. ___________________________________________________________ ...... _______________ __,,_.i... _ _.._ .... _________ ___. _______________________________ _., CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT = • ' ' ~ .,. .::--• ... :"- ', ' ' ·, . . N'L Y T.C./F.L. CENTERLINE S'L Y T.C./F.L. 6.00 5.00 - 4.00 t--------+-,. t------···· ' ' ' i ' ' 0 ·-··-------·l·-·--·---··---- 5.00 - 4.00 6.00 5.00 ---- 4.00 - '. ' \_ j , . !._J ' SEE SHEET 7 PALM ST. LINE TABLE LINE L1 L2 CURVE C1 C2 C3 C4 C5 C6 C7 ca C9 BEARING LENGTH N64'32'03"E 8.08' N64"31'39"E 5.49' CURVE TABLE DELTA 90·00·10· so·oo·o2· 89"59'41' 90·00·2a· 90·00·00· 89"59'82" 901)0'01" so·oo·2s· so·oo·oo• RADIUS 3.00' 3.00' 8.00' 10.00' 10.00' 5.00' 10.00' 1.00' 3.00' LENGTH TANOENT 4.71' 3.00' 3.14' 1.73' 12.57' 8.00' 15.71' 10.00' 15.71' 10.00' 7.85' 5.00' 15.71' 10.00' 1.05' 0.58' 3.14' 1.73' 2,0 WN-·--•m . . ' ' .. 3·•00 10 Q 20 GRAPHIC SCALE: 1" 20' ' , , 40 r f Q 0 . . I -••• !<) : ···==--· r -R=0.-1-8%---•• +----0~ ------. ·---_,.____ ---· -+ "' . 0 ~ . ..Q. --~~----·· ---1,.·-----· 0 0. ---1-------+I -·--·---·--·-·· "'•--f--- ----~ -~.-1------·-··----·==···_ ::. • ••• ,. ._fl----·· ·---·-"·-··-··-_·l=:··:·~ --------' ' . ---~-"- ----,. . . ... ~--·-· . ' 0.2Hi;-- ---!- ~ ---< ........ '-R~~,t. -~: K • --+ ' ' -.. c -~-----~,-.. ------: -----L ··----1-- ' ' •. . .. -::: ----· -_, - ~.--r!D. ' ' , ' • ' , -~-r ·- E."JlL."'''""-c:i JO.. r , , , ' ·.floo : ----- I ' -· ' ------+-·· ..... ' --··t····--· -·-·· .-OP- I .. in-, .,n ·····"'"· ····-o ,..... ····• ..... . l .. ~ 0:25-Yo-.__-.I -----r····· -·· ------·· --£ --·--------,. ·c, ~------4- ---Z-«r--o -, 7+00 CONSTRUCT 6" PCC, 4" CMB SIDEWALK / DRIVEWAY. CONSTRUCT PARKWAY DRAIN PER APWA STD 151-1, INLET TYPE 2. CONSTRUCT PCC ALLEY PER CNB STD-143-L . -6.00 -5.00 N'L Y T.C./F.L. -4.00 -6.00 --------+------1 -5.00 CENTERLINE PROFILE SCALE VERT. 1" HORIZ. 1" 2' 20' * ,. -4.00 -6.00 -5.00 S'L Y T.C./F.L. -4.00 C-3727 t i rP-LA-NS __ P __ R--EP_A __ R __ E_D_BY __ : ---------------.-----------RE-VIS--IONS-------------,--.A;;;PP°'R;;;O;;-VA.,-L'R"'E;:;CO"M'"M""EN"'D"'ED;;::--,---------------------•~ P S O M A S {~~~~~]~~i~ No. DATE BY APPROVED r _ ., "'.' n EAST BAY AVENUE ! .. 3187 Red Hill Avenue, Suite 250 --~: --(' ..M ,,, f/2J ~ Costo Meso, CA 92626 fil No, 'i'!JM \;; ~ ~ • 1/2 IMPROVEMENT PLAN ~ (714) 751-7373 Fox (714) 545-8883 • PROJEC MANAGER ~ UNDER THE DIRECT SUPERVISION OF: ;xp. !1JM/9J. ,,_ * R.C.E. NO. 22882 /; r /_ ,,,--c,v,1. &,'ii r . j{j )~> Cl tJ "" o'.z;~@b HOMA$.>HERBEC:-'RC!tZ3300, EXP 07 /30/07 ~ • 1---------------,,----::-----td R-5763-S i CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT t--------, • ,., , ·: CURVE C12 C13 C14 C15 C16 89'48'48" 9013'28" NOTES: c - c-- ' i.oo- ' ' 6.00 ---r---~0- . . - , ' ;80- -00- __ ,_,. .. --·------· ------ 1. SEE DEMOLITION PLANS, SHEETS 19 TO 26, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 2 SEE SHEET 15 FOR DECORATIVE SIDEWALK AND PAVEMENT DETAILS. ' 51;; w ---·--.i-------'"c, ,----·---,;::::------··---1--- -irl -+-ES ::,i-· "' ' ----------t d ;$~ .. ---.,-101·-· ---- ~ 0 "-0 ' - - ;::: Ill ' R su.65% . • -. 7 ± -·-·--·-------at~g---------- 10+00 ' ~ 0 rt= ---->---~ lO 0 ::or::cuas ... --0 ., 11+00 ___ a ' ' ' ' -----1 m _, sf - ·-·-"----·· -----·--.. -------------+ -----------··-·-- 12+00 13+00 .. ·---------,----- ' ... --'r{)fl---1-·· - __ ____________,_ -=-~-: -I 14+00 CD ® © G) ® 0 ® 0 @) ® @ @ @ ' ' ' ------- PROFILE SCALE VERT. HORIZ. 1 "-2' 1 "-20' CONSTRUCTION NOTES CONSTRUCT VARIABLE THICKNESS AC LEVELING COURSE. PROVIDE AND INSTALL FABRIC GLASSGRID 8502. CONSTRUCT 6" THICK P.C.C. CONCRETE ROADWAY PER CNB STD-108-L AND STD-109-L OVER 6" CMB. CONSTRUCT 2" THICK AC FINISH COURSE. CONSTRUCT TYPE "A" P.C.C. CURB AND GUmR, 6" MIN. TO a· MAX. CURB FACE PER CNB STD-182-L {CURB HEIGHT VARIES PER PROFILE). CONSTRUCT DRIVEWAY APPROACH {MODIFIED) PER CNB STD-160-L CONSTRUCT 4-INCH P.C.C. SIDEWALK PER CNB STD-180-L. CONSTRUCT P.C.C. ALLEY APPROACH {MODIFIED) PER CNB STD-142-L CONSTRUCT 4' WIDE CROSS GUTTER PER DETAIL ON SHEET 3. CONSTRUCT CURB RAMP PER CAL TRANS STD PLAN ABBA, CASE A. CONSTRUCT 3" THICK AC PAVEMENT OVER 4" CMB. CONSTRUCT PRIVATE DRAINS THROUGH CURB PER CNB STD-184-L. BLOCKOUT TREE WELL. DISPOSITTON NOTES OJ PROTECT IN PLACE. ,p 9 GRAPHIC SCALE: 1"=20' C-3727 ~ ~P-LA-NS_P_R-EP_A_R_E_D_BY_: ---------------r-----------RE--VISIO---NS-------------,---,A"'PP""R""ov"'A""L-:R::,E"'CO:::-M::-:Moe:EN::::D"'ED"":---,-----------------------; P S O M A S ~.•"4, (: ½o ~, tf~ ,.~• • "¢ii q; NO . DA TE BY APPROVED 3187 Red Hill Avenue, Suite 250 t§ ~ (SI~ 'ii?, -r J C iB~ "("~ -· 1/7,.,._, Costa Mesa, A 92626 o:: Na,, __ 5J300 ::c v (714) 751-7373 Fox (714) 545-8883 • ,,,,o7/30/o7 • l---+-----t--1----------------+------; PROJECT MANAGER ( UNDER THE DIRECT SUPERVISION OF: ,. -/,_ R.C.E. NO. 22882 \ A "~;; CIV\\.,~~ // ~ '(" or ct.\.\~"Y. PALM STREET IMPROVEMENT PLAN 1-------------------,---------1 1-------- ~ (?; I?\ (/ DAI! ,j,z,;/40 I / THO .. ___ . -~-BEL, . ·--_ 300, EXP 07 /30/07 D\/.JO(V,-_ DATE ___ ~~-...,~--I R-5763-S . ~ gj ~ S HE Ef 7 OF 25 ! '------------------------------------------------------L----------------1.---'----'-.i....--------....i---...i..------..i...---------.....__...,__......10 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT • ~--------------------------------,------~,------~ LINE TABLE LINE BEARINQ L3 N55'28'23"W r: ~:~: ' --t ···-·--······----r····-·····-·"·· ---· -----f-------+---- .. t . " - LENQTH 8.00 CURVE TABLE C\A'\VE DELTA RADIUS LENQTH TANQENT C4 90"00'28" 10.00' 15.71' 10.00' cs 90"00'00" 10.00' 15.71' 10.00' cs 89"59'82" 5.00' 7.85' 5.00' C7 90"00'01" 10.00' 15.71' 10.00' C11 90"00'00" 5.00' 7.85' 5.00' ... : .. ' -..... . 7._00 • ·-6:00~ t ·-------,------------·-- I ------------·-···---l-.•.. ·---··1-------j--"·-·-· ------. .,._, _____ , __ --------- ! , . , _______ _ -----1------------ 10+00 2,0 40 GRAPHIC SCALE: 1"=20' ' --,-- ,-------...;..., -----~--.. --+ ' ... ----.... ---, ... ,t ___ ,,,. ' -··---· -------··--·"'"' -··· --·-··-·-i "' ••• -➔------- '.":::'.-~ ,,,.___,__ ...;.. - -·' 11+00 L.r. • .--,..-"<I .. ····-·· . -i .. ---····-. ' ... ' «>-·-·O LO 0-··,. ---·--0 .!, ia---------N 12+00 SEE SHEET 6 EAST BAY AVE. -0, -· -· ~ lri---·- 1" •• ·-----··-· ·- ' • -• •• -:FJ:Q ' . .LINE.:~.. • • 13+00 .•· / v ...... . -··-r· --·----·-··-·· ' ----·-· -------------+-------+-------+ ' -----------------------' -1-I ·----------··-1---·----t----·---+----------~---··r--------+-.. --------;-------+-------+-------i-------1 ·-------+--------!-------+-------+,-------+--------+--------; . ... .. . . ... .... .... . j _____ __, --------+'-- --~ ~T-EB±tt'ilE:: ~---+--------1----------1-------1-' --------1--------,..-------1 ·:00---····------+-----+---......... + ewt·tNE -·-.I .... , .. ' r;-:i ... f-~_J ·; CD © .. ·----+---------j ···C'-··· -------- --1· ,_ _______ , ____ - ' + PROFILE SCALE VERT. 1 " 2' HORIZ . 1 " 20' CONSTRUCTION NOTES CONSlRUCT 6" THICK P,C.C. CONCRETE ROADWAY PER CNB S10-108-L AND S10-109-L OVER 6" CMB. CONSTRUCT TYPE "A" P.C.C. CURB AND GUTTER, 6" MIN. TO B" MAX. CURB. FACE PER CNB SlD-182-L (CURB HEIGHT VARIES PER PROFILES). © CONSlRUCT TYPE "B" P.C.C. CURB PER CNB S10-182-L © CONSlRUCT 4-INCH P.C.C. SIDEWALK PER CNB SlD-180-L ® CONSlRUCT CURB RAMP PER CAL lRANS S10 PLAN ABBA, CASE C. @ CONSlRUCT CURB RAMP PER CAL lRANS S10 PLAN ABBA, CASE A. @ CONSlRUCT CURB RAMP PER CAL lRANS S10 PLAN ABBA, CASE B. @ CONSlRUCT PRIVATE DRAINS THROUGH CURB PER CNB SlD-184-L. @ CONS1RUCT 4" THICK AC PAVEMENT OVER B" CMB. NOTES: 1. THE GENERAL LIMITS OF CONSlRUCTlON ARE AS SHO'IIN ON THESE PLANS. SEE SHEET 15 FOR CONSlRUCTlON OF SlREET LIGHTS BEYOND THESE LIMITS. 2. SEE DEMOLITION PLANS, SHEETS 8 TO 11, FOR DISPOSITION OF EXISTING IMPROVEMENTS NOT NOTED ON THIS PLAN. 3. SEE SHEET 16 FOR DECORATIVE SIDEWALK AND PAVEMENT DETAILS. * WHERE THE CURB IS O" CF, THE CON1RACTOR SHALL CONNECT THE EXISTING ROOF DRAIN TO THE PROPOSED STORM DRAIN. DISPOSITION NOTES DJ PROTECT IN PLACE. i,1 1 1 • ,,. ' C-3727 1 ~-----------------------"'T'"------------------------------,--,==="""'====---r----------------------------1~ APPROVAL RECOMMENDED: ! PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox (714) 545-8883 UNDER Ti DIRECT SUPERVISION OF: \ Ji .wf(C THOMASfHERBEI, RCE 53300, EXP 07 /30/07 REVISIONS 1-N_O-i. _D_A_T_E-i_BY-+--------------t-A_P_P_R_O_V_E7D _.0 ._ ~ f) ~\ (-MA.~. St,.,h~~ PROJECT MANAGER R.C.E. NO. 22882 DA TE Ol /JD /'D(p WASHINGTON STREET IMPROVEMENT PLAN ~ , i ' t------------------,---------t- CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S i 1---------1 SHEET 8 OF 25 : 1 I I I : i :c i:!': ,. 0.. 110 1 CD 1--~ z (/) R/W ~ 111 1 1--z ~ 1 ··••a• .. -· I l,, ·"t CD CD] ' ' 0.. ~I ~ ! •••• 111 ,. 110 0.. --- 1 DEMOLmON NOTES : @D @ @ @ SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. @ REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. @ REMOVE AND SALVAGE EXISTING STREET LIGHT. @ RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. @ CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST AND FOOTING. @ REMOVE EXISTING TREE. DISPosmoN NOTES : DJ PROTECT IN PLACE (ITEM AS INDICATED) I}] REMOVE AND DISPOSE (ITEM AS INDICATED) LINE LEGEND : - E -EXISTING ELECTRIC - G -EXISTING GAS -SD-EXISTING STORM DRAIN -W -EXISTING WATER PM PARKING METER 20 10 0 20 40 1 ' { 5 ' I j ' GRAPHIC SCALE: 1"=20' ~ ~-------------~------------------~=~=~~-~------------c_-_37_2_7__.//.~ PLANS PREPARED BY: REVISIONS APPROVAL RECOMMENDED: ! P S O M A S ,::.~ NO. DATE BY APPROVED BALBOA BOULEVARD • 3187 Red Hill Avenue, Suite 250 ~ ,.__ j Costa Mesa, CA 92626 ta DEMOLITION PLAN ~ (714) 751-7373 Fox (714) 545-8883 ~ No, 53JM ~ Ei<p, 07/30f, UNDER THE DIRECT SUPERVISION OF: 7/, / DATE O ')../Ill/ t, (, N ~ " 1------------------...----------1 CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S ~ SHEET 9 OF 25 : t-I C, a: ~ al <( w w (J) r I I I ,. ---- I I I \\L _____ _ • a. INT ', ,,, 0+00.00 •. ~--.. EAST BAY AVE.= 3+11.6 AD :-s=T=-. --·--- -1 __ _,_ ____ ,,__ I ! ...... --.. -t [J ~ \ a. INT AY AVE.= ---'-1+1].Q_ s,--=EAST BAY Ay_EjNUE,, 2+00 -=-,c"'---"' ---- :::E I ~ I " i' o.. I I I , , , l1• '•/ -f• I e I r-~--~----·"·· .. "'· -.-.. -7 -:;_~,~7] -------------------------. - 113 t5 vi ! ---1 I I ,l I I I I I I I 1" I l! ·, ·-······"----··· .. -... -'\ ~ 0~ 9;i: ::, "' "' ~ "' "' a 102 ! : ! ' I I )· I 1i I I r··-.. •··\ / r•••M- ODOR CONTROL SYSTEM, SEE SEPARATE PLANS 110 1 ~ iE . I, I: I _, >I I I I! I 1 I i1' I '1 i J§i ! j I I Ii I 11J "I /I ii i. I I ' l_ ··------· ..... -- j I i 1 I " 0 0 k 1 I ,I •• II I a. INT &4 PNT 5+00.10 EAST BAY A Vf..= 11 +81.02 WASHINGTON ST. ~ z "' "' V) --w ·-w I ~ "' I-z I-U) < l!:l a "' 0-0 0-i 0 "' 0 1 "' "' "' < ::, < 0-::, u ::, 0-"' "' ------0------ss --·-------ss ---------ss -------ss "' z "' "' ~ en I i j ' 110 103 10 8: 1 110 --1 -----wv, \ ! ') -1---- G ---•---ss sf 0 0 0 ' N ill J f' ~ I' 10 R/W ----w ------ 7+00 G ----------·---- SS ---·---- E ---· ·-----+,-.,--I --1---1-- "' I:! ::, "' ~ t5 "' "' ::, V) u 114 10 113 ·, ·cc·· ~ V) 111 __) / 10 101 114 ? t5 • V) • t5 vi ~ I-:,:: "' ::, ::J "' ! ~ R,fW "' "' ::, / u --/ 3+00 h ,, I ' I / w I z "' V) ' ,, i ,c 'f )"i I .. -!.J ' i I --i-----1- I -----.. , ••• -·---_J : I I .,,.. - ---·· -··---<", I u : CL INT i 7+50.20 EAST BAY A VE.= : 11.23.67 MAIN ST. I , I I ' ' I : ,,.--"·1---,----------- ! . ..J I 0 :;j ~-' ~ / -. V / \ 1 w I C f PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: /} I / ,_ .... 104 ? REVISIONS NO. DATE BY DEMOLmON NOTES : @ @ @ @ @ @ @ @ SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8" lHICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVf.S, SANITARY SEWER CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVf.RS TO FINISH GRADE. ALL OlHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OlHERS. REMOVf. PULL BOX AND CONDUCTORS IN lHE ABANDONED CONDUIT. REMOVE AND SALVAGE EXISTING STREET LIGHT. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. @) @) @) @ @ @ @ @ CITY TO SALVAGE METER HEAD AND CONTRACTOR TO REMOVE POST AND FOOTING. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING TRASH ENCLOSURE. REMOVE AND REPLACE EXISTING FENCE AND GUARD POSTS. COLD PLANE EXISTING PCC PAVEMENT 2•. DISPOSmON NOTES : OJ PROTECT IN PLACE (ITEM AS INDICATED) [I) REMOVE AND SALVAGE (ITEM AS INDICATED) III RELOCATE BY OlHERS (ITEM AS INDICATED) LINE LEGEND : -E -EXISTING ELECTRIC -G -EXISTING GAS -SD -EXISTING STORM DRAIN -W-EXISTING WATER 20 10 0 20 40 GRAPHIC SCALE: 1"=20' APPROVAL RECOMMENDED: C-3727 APPROVED EAST BAY AVENUE DEMOLITION PLAN oATE Dl/3o/ll G CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 10 OF 25 0 fll IT! ::;:, 3 '0' D -, -._, .... , ;;::, _, ::.,. < r-; ·~ ' ! 1 ' ' E ' • ~ I l C s ..... ' h • t), s " ' ' t I 0 / s a ~ ' / • ' i ~ 0 • ~ ~ ' 8 " 11 1 / 10 \ 10 111 ' z \\ -1-m \ \ i IC '' 0 ~ ,\ "' a, 0.. ', ID <····-··· \+ \ '$ , I '' '..:C -0. r::. :::\,, ,~ I I 101 104 I z >-"' :c Vl "' :::J :c I I ~ Vl I I~ ~ ,, /-·1 05 EAST BAY AVE. CL INT 12+38.39 PALM ST.= 2+50.10 EAST BAY AVE. PLANS PREPARED BY: PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fox (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: Ii I, MASpiERBEL 1 REVISIONS NO. DATE BY , DEMOLlllON NOTES : SAWCUT AND REMOVE EXISTING PCC CURB AND GUTlER. SAWCUT AND REMOVE EXISTING 8" THICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING PCC ALLEY APPROACH. SAWCUT AND REMOVE EXISTING ACCESS RAMP. SAWCUT AND REMOVE EXISTING AC PAVEMENT. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SEl'l£R CLEAN-OUT, SURVEY, MONUMENTS, SEWER AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. RELOCATE S"IREET SIGN PER SIGNING AND S"IRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. REMOVE EXISTING "!REE. COLD PLANE EXISTING PCC PAVEMENT 2•. DISPOSITION NOTES : IJ] PROlECT IN PLACE {llEM AS INDICA lED) II] REMOVE AND SALVAGE {llEM AS INDICAlED) LINE LEGEND : - E -EXISTING ELEC"JRIC - G -EXISTING GAS -SD-EXISTING STORM DRAIN -W -EXISTING WAlER 20 10 0 20 40 GRAPHIC SCALE: 1 "=20' APPROVAL RECOMMENDED: APPROVED 1 Al PALM STREET DEMOLITION PLAN t s • , ::! a i-----------------,--------t, CITY OF NEWPORT BEACH R-5763-S ~ DATE ()\ /30/Dy:, t----------11 PUBLIC WORKS DEPARTMENT SHEET 11 OF 25 " ..._ _______________________________________________________________________________ _. _____________________ ....__.._ __ ....__..._ _____________ _. ____ ..._ __________ .._ ______________ ...., ______ _,i , . • ' ' • ODOR CONTROL SYSlEM, SEE SEPARATE PLANS ....... -•-·---,.·----. -I_ ---r ..... l .. c• 101 :-.:-l . ;) ','CLINT &~PT ,:, II ' 5+00.10 ; EAST BAY AVE.= • ' 11+81.02 • WASHINGTON ST. 107 109 111 i .;;::f.._: ::c--'-~jll-,! ""41--',f ~ u'i 1f3 ~o :• t I I I ) 111 C 115 104 104 •• • CL Sf ·==::: ·-:::::;::=..:'~ 101 1 115 ' ' ' I ; i ! : ; i ' I i i I : ' ' i i ' / ' / 20 10 DEMOLmON NOTES : @j) (@ @ @ @ @ @ @) @) @ SAWCUT AND REMOVE EXISTING PCC CURB AND GUTTER. SAWCUT AND REMOVE EXISTING 8' THICK PCC ROADWAY. SAWCUT AND REMOVE EXISTING PCC DRIVEWAY APPROACH. SAWCUT AND REMOVE EXISTING PCC SIDEWALK. SAWCUT AND REMOVE EXISTING ACCESS RAMP. REMOVE EXISTING STREET LIGHT AND BASE. ADJUST EXISTING CITY UTILITIES (EXISTING WATER VALVES, SANITARY SE\\£R CLEAN-OUT, SURVEY, MONUMENTS, SE\\£R AND STORM DRAIN MANHOLES) FRAMES AND COVERS TO FINISH GRADE. ALL OTHER UTILITIES SHALL BE ADJUSTED TO GRADE BY OTHERS. REMOVE PULL BOX AND CONDUCTORS IN THE ABANDONED CONDUIT. RELOCATE STREET SIGN PER SIGNING AND STRIPING PLAN. SAWCUT AND REMOVE CURB DRAIN. DISPOSITION NOTES : OJ PROTECT IN PLACE (ITEM AS INDICATED) [Ij REMOVE AND SALVAGE (ITEM AS INDICATED) [Ij REMOVE AND DISPOSE (ITEM AS INDICATED) Ill RELOCATE BY OTHERS {ITEM AS INDICATED) LINE LEGEND : -E -EXISTING ELECTRIC -G -EXISTING GAS -SD -EXISTING STORM DRAIN -W -EXISTING WATER 0 20 GRAPHIC SCALE: 1 "=20' i DATE ...!?.l.(3r>/()fp • --=:-:--:-::----:-:-=-:---------r-:::--:::------1, I N CITY OF NEWPORT BEACH R-5763-S i-------1~ PUBLIC WORKS DEPARTMENT SHEET 12 OF 25 " ~ i I ' 4' 4' ·- "st- -- "st- -- TYPICAL PATTERN "A" SCALE 1'-4' GENERAL NOTES: SAWCUTTING DECORATIVE JOINTS: 1 /8" WIDE X 1 / 4" DEEP. (LOCATE PER PLAN) CONTIRACTION JOINTS: 1 /8" WIDE X 1 / 4 DEPTIH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) 2,0 . :_,' \ \ 10 0 I I I I I YI I I I I ,t ' m _.I', m ~ ..,: "' + + "' "' "" m "' "' --+ + "" "" -- ' 4' ·- ;.,-:, -- ;.,-:, -- ,t ·, l .. I I "' "' b EQ SPA m m + + "" "" !@ 5'-5" -- I . 4' TYPICAL PATTERN "B" SCAL.Ef•4' 2,0 40 GRAPHIC SCALE: 1 "=20' I ,_ ,I I I + y. l)f-'I J I 3' I 3' I ·- ;.,-:, -- ;.,-:, -- -I/D '1---T_Y_P_IC_A_L_sc_!_A_1_J-.T_E_R_N_'_'D_" '-,/ - i I ' I I i ' 4.2' 6.7' -- "st- . -f--------1 ·f-- "st-'in --_c_ ___ J -- I/ E ';1-T_Y_P_IC_A-'-~C-ALE __ P"'"'~-4"""'.-"T-'-E-"-R"-'-N"---""'-'E_" '-~ TYPICAL PATTERN "F" SCALE 1'•4' - LEGEND= L * CONCRETE LIGHT STANDARD CP CONCRETE POST 0 W/ HANGING BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T e TRASH RECEPTACLE ,-a TIMBER FORM RENAISSANCE BENCH N' = MODULAR NEWSPAPER RACK BR -BIKE RACK PM -PARKING METER - - LIMIT OF WORK LITHOCRETE NOTES: (SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB UIHOCRETE lHICl<NESS AQQAEQATE 4" ROSSO NERO a· ROSSO NERO LITHOCRETE STAtl FINSH UNSTAINED UNSTAINED ___l: (I) ; C-3727 § • ,--------------------~----------------------~-=--=-=--~-----------------------12 PNSSREPOD M A s {£ ~~t~ ~ NO. DA TE BY REVISIONS APPROVED APPROVAL RECOM;;oED: BALBOA BOULEVARD : • 3187 Red Hill Avenue, Suite 250 ~·~ ~ i _,[> --+-t7I So. HARDSCAPE ~, Costa Mesa, CA 92626 ~ No,_ 'j,J,00 t"' ~ ( \JAi ~ ,i 4 D • ~ (714) 751-7373 Fax (714) 545-8883 ~ ,,,.,.!i1JJJl-1!ll * PROJECT M'ANAGER HORIZONTAL CONTROL PLAN 'f UNDER THE DIRECT SUPERVISION OF: .;,; ~ R.C.E, NO. 22882 . I fl'. I,_ /J ,,, g,,v;;~,0:* ,It,._ I/ 11 vi J/ DAlE 1/~1hr- l / THUMA:r HERBELr "CV 53300, EXP 07 /30/07 DAlE C>l/:3,0/0(,, ( ~ f--------------~c--------1 g R-5763-S " CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT 1--------1ri SHEET 13 OF 25 ~ 2 '\I ti" :i:: l> > r "' t;:! n, c:, t=I ► < ,r,: ,- ..:., > -.J f;::, t-" ,..,, . -...l I ii□ !...J PALM ST. .... .,, ;j:, :r VI < ' 'O 0 +- ~I A [. ___ .f'IL - ~ "' ~ It) ;j:, + It) PAmRN "A" '(PM· ----------------··· "'" "" ----1----- EAST BAY AVENUE PLAIN CONCRETE PAmRN "A" V a, ~ ~ "' "' + + ++U') co It) It) .---------, PLAIN ;.>':, CONCRETE 6+100 ~ I EAST BAY AVENUE ;j:, PLAIN CONCRETE 0 -PM ,· _, , ' ' ' i □ i 0 p •-:, PLAIN CONCRETE 20 10 D 0 r{.) I I : 18!,,1 ALLEY :11=221 20 GRAPHIC SCALE: 1"=20' WASHINGTON ST. -,., ......... _I_ i I ' ' oo R ! ~:_· ------ii ;t PLAIN CONCRETE -F • PM -------;-• --.Cl INT &~ PT '1L I ~ C •'L_, 5+00.10 EAST BAY A~UE = 11+81.02 WASHINGTON STREET DECORATIVE"' •• - CONCRETE, TYPE A l CL INT 7+50.20 EAST BAY A~UE = 11+23.67 MAIN STREET m 0 ;t I' MAIN ST. I I f * . ' ' I I I 41 ' I II ' iG i I I, Ii 1! e I I = LEGEND: L * CONCRETE LIGHT STANDARD CP CONCRETE POST a W/ HANGING BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T e TRASH RECEPTACLE ~ TIMBER FORM RENAISSANCE BENCH N' = MODULAR NEWSPAPER RACK BR BIKE RACK PM -PARKING METER - - LIMIT OF WORK ~ DECORATIVE CONCRETE TYPE A CJ DECOR A llVE CONCRETE TYPE B CJ DECOR A llVE CONCRETE TYPE B GENERAL NOTES: * WITHIN THIS AREA THE SHADING PAffiRN 1. IS A CONTINUATION OF ADJACENT FINISHES. SAWCUTTING DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONTRACTION JOINTS: 1 /8" WIDE X 1 / 4 DEPTH OF LlllHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) DECORA llVE CONCRETE TYPE A SHALL MATCH THE EXISTING DECORA llVE CONCRETE PAVEMENT IN MAIN STREET BETWEEN BALBOA BOULEVARD AND BAY AVENUE IN COLOR, TEXTURE AND FINISH. DECORATIVE CONCRETE TYPE 8: CJ CJ STAMPED CONCRETE PAVING INTEGRAL COLOR -BOMANITE BUCKSKIN COLOR HARDENER / RELIEASE -BOMANITE FOREST BROWN FINISH -6'x6' SLATE PAmRN COLOR CONCRETE BANDING INTEGRAL COLOR -BOMANITE BUCKSKIN FINISH -SAND BLAST C-3727 0 E 0 z "P"'LA-Nc:-s=-=P=R=EP=-AR=E=-D--:BY::-,-:--------------,-----------RE-VISIONS--------------,---,AP""P"'R"'o"'vA,.,.L-;R""E"'co"'t.1""M"'EN"'D"'ED"":---,-----------------------tj@ P S O M A S @~ NO. DATE BY APPROVED EAST BAY AVENUE : 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: I~ HARDSCAPE ~ No...... HORIZONTAL CONTROL PLANS <, DATE 02../ft,/Ov CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 14 OF 25 ~ 0 0 N "5 0 .n • "- ~,::, >~ "'"' ~ ,,, 0 ~;:p, < ·= r,' ' ;::,, l..,J I.' ..,J iT1 ...., -.I ·~· , " BALBOA BLVD. w ·> I-0 en m ~<( _J w ', ' \ I <( \ ,_ a._ W 1\ ------Cf)~ I \ ~L ST"\ ~~ +---' 0 - "' co .-' 6 ~ -.,: ao + PATTERN "G~ BALBOA BLVD. GENERAL NOTES: SAWCUTTING DECORATIVE JOINTS: 1/8" WIDE X 1/4" DEEP. (LOCATE PER PLAN) CONlRACTION JOINTS: 1 /8" WIDE X 1 /4 DEPTH OF LITHOCRETE. (LOCATE AS DIRECTED BY ENGINEER) 20 10 0 20 GRAPHIC SCALE: 1 "=20' <O ao 6 - <O ao + 0 - 40 I!:? :.; + 0 I!:? :.; PATTERN "G" 11+00 9 'O 6 + ;: ~ PATTERN "G" "G" PLAIN CONCRETE PA4f "G" "G" "' "' ,.,, :c "! ,._ ,._ (/) en <O +< + "' "' ;:f!: + + T I-STREET ao ao "' <O + + ---- 6 : "' "' -"' i-" ,._ d i ,._ ao '+ + --........ - "' ,._ + -- gJ ~ i::: g ++ -- "G" 0 0 ;!; - EAST BAY AVE. "G" + 0 0 "' ,._ + "' - co ,._ ;!; - PATTERN "G" 13t00 .,; :c co ~ 0 ;!; ;j; -f!: - le ~ i::: 6 c!; ~ ~ -PATTERN "G" -ATTERN "G 1--J"-'-"='"-'--"-l-- DECORATIVE CONCRETE -1--1-t-~ TYPE A "' + 0 0 EAST BAY AVE. 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: i PATTERN i"G" co ,.,, + ,.,, - I!:? ~ PATTERN "G" ;j; PATTERN - G :::l ll:l ffi l:::l~~ "'t----' t-(/) a. PER PLAN EQUAL EQUAL TYPICAL PATTERN "G" STAMPED SEA SHELL PATTERN BA K OF CURB 3.50' FACE OF CURB W/ SEA SHELL TREE WELL ® DETAIL _S_E_A_S_H_E_L_L_T_R_E_E_W_E_L_L N.T.S. SCALE1'-5' / LIMIT OF WORi ____ 14-t-00 ___ _ I LITHOCRETE NOTES: {SEE PAVING SCHEDULE IN SPECIFICATIONS) NO. SLAB l..lTl-lOCRETE LITl-lOCRETE TI•IICl<f\ESS AQQREQATE STAIN FNSH ~ 4• ROSSO NERO UNSTAINED a· ROSSO NERO UNSTAINED DECORA llVE CONCHE IE NOTES: 1. DECORATIVE CONCRETE TYPE A SHALL MATCH THE EXISTING DECORATIVE CONCRETE PAVEMENT IN MAIN STREET BETl'lc:EN BALBOA BOULEVARD AND BAY AVENUE IN COLOR, TEXTURE AND FINISH. LEGEND= L * CONCRETE LIGHT STANDARD CP CONCRETE POST " W/ HANGING BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T 8 TRASH RECEPTACLE ~ TIMBER FORM RENAISSANCE BENCH N" = MODULAR NEWSPAPER RACK BR BIKE RACK 8 SEA SHELL TREE WELL PM -PARKING METER ---LIMIT OF WORK I'.-1/>,1 DECORATIVE CONCRETE TYPE A [::=J DECORATIVE CONCRETE TYPE B C-3727 I .:,J, i ' Ol ; 0 ~ i 6:i I .-i ,n 0 0 1---------------~-------IN oAlE _0_1,_/J_D'-' /io'--".!f"----I c-i N, R-5763-S > CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT L-------------------------------------------------------------------------------...1---------------------..L..--'----..i..-..i..-------------...i.-------------------------..... -~""' SHEET 15 OF 25 !i BALBOA BLVD. zo 10 0 20 4.0 GRAPHIC SCALE: 1 "=20' EAST BAY AVE. PLANS PREPARED BY: DECORATIVE CONCRETE, TYPE B PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: ·/, jJ 53300, EXP 07 /30/07 J I I l REVISIONS LEGEND: L * CONCRETE LIGHT STANDARD CP CONCRETE POST 0 W/ HANGING BASKETS 2' DIAMETER 0 PRECAST CONCRETE POT A • ASH RECEPTACLE T e TRASH RECEPTACLE ¥9 TIMBER FORM RENAISSANCE BENCH tr = MODULAR NEWSPAPER RACK BR -BIKE RACK --LIMIT OF WORK f--/,:.I DECORATIVE CONCRETE TYPE A c.J DECORATIVE CONCRETE TYPE B GENERAL NOTES: 1. DECORATIVE CONCRETE TYPE A SHAUL MATCH THE EXISTING DECORATIVE CONCRETE • PAVEMENT IN MAIN STREET BErwEEN BALBOA BOULEVARD AND BAY AVENUE IN COLOR, TEXTURE AND FINISH. DECORATIVE CONCfiE IE TYPE 8: c.J CJ STAMPED CONCRETE PAVING INTEGRAL COLOR -BOMANITE BUCKSKIN COLOR HARDENER / RELEASE -BOMANITE FOREST BROWN FINISH -6'x6' SLATE PA ITTRN COLOR CONCRETE BANDING INTEGRAL COLOR -BOMANITE BUCKSKIN FINISH -SAND BLAST APPROVAL RECOMMENDED: C-3727 NO. DA TE BY APPROVED ~ f?o ) 1----+---+-----l-------+------l l ~~--,._~~I ""'-'-' / J 1/11 • WASHINGTON STREET HARDSCAPE HORIZONTAL CONTROL PLANS PROJEC MANAGER R.C.E. NO. 22882 DATE 01(30(6(i, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 16 OF 25 "U t;l ::i:: )> )>' 1-...,. Cl' m D l=J ► < n ,- ' ~ 1..,, e, "" IT1 N " C 0 " ~ 0 C ~ "' '" u • ~ 0 u ~ => -0 "' 0 ~ ~ , u .. 0 I l, 0 w u £ / 2 0 0 £ "' C 0 a: / C ~ C ' 0 / N 0 "' 0 w 0 " w z N / :, • E 0 z " ;, 0 w " <D "' ,; I "' 0 . 0 N ,; N > 0 z N '<I-'<I-oci '<I-'<I-N N oz r--r--.,; u'i ,-: CD cxi ci r--r--r--u r--IX) ;\: + ;\: ['.'; + + '<I-'<I-'<I- u IX) "' NO D '<I- r--IX) r--z CD "' u'i co ,-: CD cxi oi N N Nu N N + + + + + "' "' "' ....J "' "' u 4.72TC 4.81TC 4.84TC 4.03Flc /4.04FL 4.68TC .91FL 3.92F~ &· 4.67TC 4.79TC/I I\ 4.86TC 4.20FL r-l _2_· -----t ____ 3_.5_' ___ t--_2_·14.21FL 4.10FL 4.74TC 2' 3.5' 4.07FL CONSTRUCTION NOTES: @ INSTALL 18" R.C.P. 2000-D STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. @ CONSTRUCT CATCH BASIN, CURB INLET TYPE OS, PER CITY STD. DWG. NO. 306-L AND STD. DWG. 316-L-B. @ CONSTRUCT 12• HOPE STORM DRAIN PIPE WITH BEDDING PER CITY STD. DWG. NO. 106-L. @ CONSTRUCT JUNCTION STRUCTIJRE NO. 2 PER CITY STD DWG NO. 311-L. 20 CB 11-EAST BAY AVE.. NO SCALE ---o : 10 0 20 GRAPHIC SCALE: 1"=20' 40 T-,,_., ____ ' I ODOR CQNTROL SYSTEM, SEE SEP~RATE PLANS I : I i i _:,~ I I i I Ml " I I ! CB 12 -EAST BAY AVE.. NO SCALE 1.34 BOTTOM OF STORM DRAIN 1.6 TOP OF GAS LINE N 55·28'23• W 301 21.54 Lf , . J()IN EX 4' STIJB I I 0. ' OF WATER MAIN ' -----··-···--· --·-- ~B#l ' 3~2 ST. S ' CB 1 #100"\!'-' ,: ST. STA 4+ 70.00 30 EAST BAY AVf.. L=3.5', H=1.50' INV=2.70 i I i ! I j S=2.15% ii Ii< N I ~ I I' 0 I DD D D c:i ~ "' "' r--c:i "' "' r--r--;\: N N .,; ~ z cxi u'i r--r--CD CD CD ;\: + u ;\: ;\: '<I- ....J ~ ~ ~ D D c::i ~ "' "' ,,, ci "' LO r--r--+ N N ,,; LO z cxi ~ <O ,,, ,,, CD N N + + u + + LO "' LO LO rs u 4.83 T< 4.83 TC '.02 TC 5.01 Tl 4.13 F1 IA-.13 FL •.52 Ft A-.51 Fl 4.82 TC/I 4.83 TC 3 4.14 L 4.1 FLI ~ _2_' ___ 3_.5' _ __,l,_2____,' I F 5.03 TC/] 1\5.00 TC 4.53 FL '"1-"2_, _. ____ 3_.5_, ------<--2•_.I 4.50 FL CB 1100 -EAST BAY AVE.. NO SCALE 1.64 TOP OF ELECTRIC LINE 1.32 BOTTOM OF STORM DRAIN N 50·35'02" W .--~=-,;1'=2-'::. 7"'8c-c'LF=--<30l JOIN EX 4' STUB . .I CB #2 I ST. STA 5+27.72 BAY AVf.. ;30 L=3.5, H=3.15 1-"'"''--------J INl/=sJ 155' '-_, CB 1101 -EAST BAY AVE.. NO SCALE ,ro ------------ -1----7+00 N 89.5 -f'~~~-ri,7'c~5C~-------G -----C • • • -~T G ------" C -----·· G --...Eu -----$$ -----·-----· -ss ---·.ff.,-: , -------ss -------ss ------------ss 5=7.31% E ______ E _______ E -·---j ,----;;;--· c ,o,j / ,CB #101 !. I ::;;r. "ST,f,5+30.00 \,.r EAST; AY AVE. 30 ,:i '···:' _L=,3 .. ',. H=1.5' I IINV=2.90 " ' II ! tlD . I~ , :·-Dr···- •>=-c~•,-----,_ : i Ii I I I t -------E ------E -c _i C-3727 " E 0 r--c:-,:-:===-=---------------,--------------------------,-....,.,,,==-;:;-.:===;.,----r----------------------;z PLANS PREPARED BY: -~ REVISIONS APPROVAL RECOMMENDED: ~ !7 ! Hil~enu~uite~ s ~0 NO. DATE BY APPROVED EAST BAY STREET : Costa Mesa, CA 92626 8 STORM DRAIN LINE "A' rn (714) 751-7373 Fax (714) 545-8883 : ";;0-_0-7--PROJECT ANAGER ii UNDER THE DIRECT SUPERVISION OF: \.¾'>. R.C.E. NO. 22882 I '4{f __ ~1v1 DATE ot /::,o /or;, STA 3+00 TO STA 7+00 "' 0 r--C-IT_Y _O_F -N-EW-P-OR_T_B_E-AC-H-----,-,:R,---fil=-6-,--3--S'-1 ~ r---------, :'.i PUBLIC WORKS DEPARTMENT SHEET 17 OF 25 ~ "---,---~---------------------------------------------------------------------------1,,_ _____________________ ,.__1,,_ __ ..__,._ _____________ ..._ _______________ _. _______ ...,,.,,.._,._,..,.¥,...,.., ___ .._ __ -_, ___ z ' . . ' •. ,, ' r·--... _J-·--·--, I I I I' ( "i ·,-"'"•:[ .. _____ ; r·-T ___ t___ I I ' : .. J ·,--.. LJ/f L90c L90~' L90b i 13' 10 11' rr,_u -:--lf-_,,,.fi, I 13' 10 11 ' ' . _j __ __..--•+---I ' ' I I ! ,' I i ' I . , __ r" :_-.:::.1:_·'J:'j I I ' ' I \ '----Ll1'1b ____ _ /ill u11c / RS \110 .111d __ L111e ! I ' I c,_ 'i (2) /2 'X7' ' ' / 0 ; I I ; . i / i / u ,i I I i, I ' ' .... j_,) CONSTRUCTION NOTES 0 INSTALL 4" SKIP WHITE LANE AND 17' GAP. (DETAIL 9) LINE, 7' STRIPE 0 INSTALL 4" SOLID WHITE LINE, 50' LONG. 0 INSTALL 12" DOUBLE YELLOW. (DETAIL 22) 0 INSTALL WHITE PAVEMENT LEGENDS AS SHOWN. ® INSTALL 12" WHITE CROSSWALK LINES. ® INSTALL PAINTED MEDIAN. (DETAIL 29) 0 INSTALL 12" WHITE LIMIT LINE. ® INSTALL 4" WHITE PARKING STALL MARKINGS 0 INSTALL HANDICAPPED PARKING EMBLEM, STALL MARKINGS, LOADING AREA MARKINGS, AND H.C. PARKING SIGN PER A.D.A. REQUIREMENTS_ PAINT CURB YELLOW PAINT CURB RED REMOVE. SANDBLAST PAINT TO BE REMOVED. RELOCATE EXISTING SIGN TO NEW LOCATION AT NEW CURB LINE. @ MOUNT SIGN ON NEW ST LIGHT POLE. ® INSTALL SIGN PER DESIGNATION. SEE STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, (CAL TRANS) "UNIFORM SIGN CHART." EXISTING SIGN TO REMAIN. ' ' / ; I I / i ' I _,.; // / I / I ' ' ' ' I ' / .i ·-~ ... I RS iL113 ' / I ' ! , L28 STREE/r NAME SIGN I ' i / I ' ' RS I -··· ------- I! ., I., .. ' I : I .l.,--11 GENERAL NOTES 1. ALL STRIPING DETAILS, MARKINGS, ETC., SHALL BE PER STATE OF CALIFORNIA, DEPARTMENT OF TRANSPORTATION, STANDARD PLANS, 1999 EDITION. 2. ALL EXISTING THERMOPLASTIC STRIPING MUST BE REMOVED PRIOR TO SLURRY/NEW PAVEMENT. 3. ALL EXISTING PAVEMENT MARKERS MUST BE REMOVED PRIOR TO SLURRY/NEW PAVEMENT AND REPLACED WITH NEW MARKERS, UNLESS OTHERWISE SHOWN. 4. ALL LIMIT LINES TO BE 12" WHITE @ l[_i UNLESS OTHERWISE NOTED. 5. ALL FINAL STRIPING SHALL BE "SPRAYABLE REFLECTORIZED THERMO- PLASTIC" APPLIED AT A MINIMUM THICKNESS OF 0.45 MM EXCEPT CROSSWALKS AND LIMIT LINES, WHICH SHALL BE 0.90 MM MINIMUM THICKNESS. THE FINAL STRIPING SHALL NOT BE APPLIED UNTIL THE PAVING HAS BEEN IN PLACE FOR AT LEAST 15 DAYS. 6. TEMPORARY PAINTED TRAFFIC STRIPING AND MARKINGS SHALL BE APPLIED IN ONE COAT AND AS SOON AS POSSIBLE WITHIN 24 HOURS AFTER THE FINISHED COURSE OF PAVEMENT HAS BEEN APPLIED. 7. REFER TD "SIGN LEGEND" ON SHEET 48 FOR SIGNS LABELED LXX. 8 ' "(3) 22'X7' PLANS PREPARED BY: i/ Ji // '' ., // I I ' ' i .::,I PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: /) Ci'; o, liJJOO xp. 07/YJJ, C VI. "t° or O\.' ' / ' ' ' I I i I ,..j i / / / / .' ! I ,I l i / / / I I ' ' ' ' .' i I ' / ' I I "··--... __ I __ , r I NO. DATE BY ' I '-t / ,' I ' ' '". -... _ ' ,' ! I l i ; i ! I / / ' ! ' !. REVISIONS SIGN LEGEND 1.) a. WRONG WAY b. NO LEFT TURN SIGN c. STOP 2.) a. WRONG WAY b. NO LEFT TURN SIGN c. STOP 3.) STOP 4.) a. SIDEWALK USERS,BMPH SPEED LIMIT KEEP RIGHT.UNSAFE OPERATION PROHIBITED NO SKATEBOARDING b. SEE 4a 5.) a. SEE 4 □ b. SEE 4a. 6.) NO LEFT TURN SIGN 7. ) DO NOT ENTER 8.) a. WARNING, DIVING IN OCEAN,SURF,OR BAY IS DANGEROUS. SHALLOW WATER,SUBMERGED ROCKS,SANDBARS,INSHORE HOLES CAN BADLY INJURE YOU. SWIMMING IN OCEAN OR SURF CAN BE HAZARDOUS, STRONG CURRENTS, RIPTIDES,SURFBOAROS ENOANGER ANY SWIMMER. WAVES ARE POWERFUL, THEY CAN INJURE YOU, REMEMBER! HAZARDOUS AND CHANGING CONDITIONS MAY EXIST. BE CAUTIOUS AND PLAY SAFE. b. NO ... ALCOHOL, GLASS, LITTERING, DOGS. 9AM-5PM. PERSONS WALKING DOGS MUST REMOVE FECES DEPOS(TED BY THEIR AN(MALS AND MUST CARRY A CONTAINER FOR THIS PURPOSE. 7.04.030 (A)+(B) DOGS MUST BE LEASHED AT ALL TIMES. (MAX. 6FT LEASH) 7.04.020 FIRES(EXCEPT IN THE FfRE RINGS) FIREWORKS, ,DRIVING OR PARKING MOTORIZED VEHICLES c. BEACH CLOSED 10PM-6AM 9.) NOT A THROUGH STREET 10.) NO PARKING 8:3DAM-12:30PM TUESDAY STREET SWEEPING 11. ) STOP 12.) a. BALBOA ISLAND FERRY RIGHT LANE b. LITTER FREE ZONE STRICTLY ENFORCED 13.) OCTA (714) 636-RIDE 14.) a. SPEED LIMIT 25 b. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEP(NG 15.) OCTA (714) 636-RIDE 16.) NO PEDESTRIAN CROSSING/USE CROSSWALK 17.) FERRY TRAFFIC, DO NOT BLOCK, THRU LANE 18.) a, BALBOA ISLAND FERRY b. CITY OF NEIIPORT BEACH PARKING 19.) NO LEFT TURN 10AM-5PM 20.) NO LEFT TURN 10AM-5PM 21.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 22.) a. SKATEBOARDING PROHIBITED b. ONE WAY SIGN c. SKATEBOARDING PROH(BITEO d. ONE WAY SIGN 23.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 24.) a. ALL SIDEWALK USERS 8MPH SPEED LIMIT KEEP RIGHT, UNSAFE OPERATION PROHIBITED b. SEE 24a. 25.) a. STOP b. NO LEFT TURN SIGN c. STOP d. SIDEWALK USERS 8MPH SPEED LIMIT KEEP RIGHT, UNSAFE OPERATION PROHIB(TED NO SKATEBOARDING SIGN 26.) STOP 27.) a. STOP b. LITTER FREE ZONE, STRICTLY ENFORCED c. SEE 26d. d. LITTER FREE ZONE, STRICTLY ENFORCED e. NO RIGHT TURN SIGN 28.) ONE WAY SIGN 29.) ONE WAY SIGN 30,) a. STOP b. SKATEBOARDING PROHIBITED c. DO NOT ENTER SIGN d. SKATEBOARDING PROHIBITED 31.) a. DO NOT ENTER SIGN b, SKATEBOARDING PROHIBITED 32.) a. ONE WAY SIGN b. ONE WAY SIGN 33.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 34,) a, LITTER FREE ZONE, STRICTLY ENFORCED b. SPEED LIMIT 25MPH c. LfTTER FREE ZONE, STRICTLY ENFORCED d. SEE 33 35,) a. LITTER FREE ZONE, STRICTLY ENFORCEO b. LITTER FREE ZONE, STRICTLY ENFORCED c. NOTICE DOG OWNERS, DOGS MUST BE LEASHED AT ALL TIMES. (MAX. 6FT, LEASH) 7.04.020 PERSONS WALKING DOGS MUST REMOVE FECES DEPOSITED BY THEIR ANIMALS AND MUST CARRY A CONTAINER FOR THIS PURPOSE. 7.20.020 (A)+(B) 36.) a. NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING b. TOW AWAY, NO PARKING SATURDAY AND SUNDAY 37.) RIGHT LANE MUST TURN RIGHT 38.) BALBOA ESLAND FERRY 39,} SEE 36a. 40.) SEE 360. 41.) a. LANE ENDS MERGE RIGHT b. SEE 36a. 42.) BALBOA PAVILLJON, HISTORICAL LANDMARK NO. 959 43.) a. ONE WAY SIGN b. DO NOT ENTER SIGN 44.) NO RIGHT TURN SIGN 45.) a. ONE WAY SIGN b. DO NOT ENTER SIGN 46,) 47,; BALBOA ISLAND FERRY 48. BALBOA ISLAND FERRY 49. a. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED 50.) LEFT LANE MUST TURN LEFT 51 .) a. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED 52.) SEE 46 53,) a. ONE WAY SIGN b. PASSENGER LOADING 3 MIN. MAX 54.) NO LEFT TURN SIGN 55,) NO LEFT TURN SIGN 56.) a. STOP b. LITTER FREE ZONE, STRICTLY ENFORCED c. NO LEFT TURN SIGN 57.) a. STOP b. SIDEWALK USERS 8MPH SPEED LIMIT, KEEP RIGHT, UNSAFE OPERATION PROHIBITED, NO SKATEBOARDING 58.) a. STOP b. SEE 57b. c. NO MOTORIZED VEHICLES BEYONO THIS POINT d. NO LEFT TURN SIGN e. SKATEBOARDING PROHIBITED 59,) a. SEE 57b. b. SEE 57b. 60.) STOP 61.) SEE 59 62.) SEE 59 63,) a. STOP b. LITTER FREE ZONE, STRICTLY ENFORCED c. LITTER FREE ZONE, STRICTLY ENFORCED d. SEE 57b. 64.) a. NO LEFT TURN SIGN b. NO LEFT TURN SIGN c. STOP 65.) NO SLEEPING JN VEHlCLES OR ON BEACH 9PM-9AM 66.) STOP 67,) a. NO LEFT TURN SIGN b. STOP APPROVAL RECOMMENDED: APPROVED 68.) NO PARKING IN ALLEYS 69.) STOP 70.) a. NO PARKING 8:30AM-12:30PM TUESDAY STREET SWEEPING b. SKATEBOARDING PROHIBITED 71.) a. LITTER FREE ZONE, STRICTLY ENFORCED b. LITTER FREE ZONE, STRICTLY ENFORCED c. NO OUTLETS 72.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 73. ) ND OUTLET 74.) a, b. SEE 72 c. SKATEBOARDING PROHIBITED 75.) ND LEFT TURN SIGN 76.) a, DO NOT ENTER SIGN b. ONE WAY SIGN 77.) a. STOP b. ONE WAY SIGN 78.) ONE WAY SIGN 79.) TOW AWAY, NO PARKING ANY TIME 80.) COUNTY SANITATION DISTRICTS "A" STREET PUMP STATION, CALL (714)962-2411 81.) a. TOW AWAY, NO PARKING ANY TIME b. SEE 72 82.) SEE 72 83.) SKATEBOARDING PROHIBITED 84.) a. SKATEBOARDING PROHIBITED b. SEE72 85.) ONE WAY SIGN 86.) PUBLIC RESTROOMS 87.) o. 3 MIN. PARKING, 7AM-6PM b. SEE 72 88.) a. STOP b. PUBLIC RESTROOMS 89.) NO SKATEBOARDING 90.) a. LITTER FREE ZONE, STRICTLY ENFORCED b. LITTER FREE ZONE, STRICTLY ENFORCED c. CITY OF NEWPORT BEACH PARKING 91.) LEFT LANE MUST TURN LEFT 92.) a. STOP b. SKATEBOARDING PROHIBITED c. SKATEBOARDING PROHIBITED 93.) a. ONE WAY SIGN b. PUBLIC RESTROOMS c. NO RIGHT TURN SIGN d. CITY OF NEWPORT BEACH PARKING 94.) a. SKATEBOARDING PROHIBITED b. SKATEBOARDING PROHIBITED c. NO LEFT TURN SIGN 95.) ONE WAY SIGN 96.) NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEP(NG 97.) a. ONE WAY SIGN b, SEE 96 98.) ONE WAY SIGN 99.) a. STOP b. SEE 96 c, ONE WAY SIGN d. ND PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING 100,) o. DO NOT ENTER SIGN 101,) STOP 102,) a. ONEY WAY SIGN b. LITTER FREE ZONE, STRICTLY ENFORCED c. TOWAWAY, NO PARKING 4PM-MIDNIGHT SATURDAY AND SUNDAY 103.) NO PARKING 8:30AM-12:30PM, TUESDAY STREET SWEEPING 104.) a. NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEPING b. SEE 102c. 105.) SEE 104 106.) SEE 104 107.) NO PARKING 8:30AM-12:30PM MONDAY STREET SWEEP I NG 108.) a. STOP b. NO LEFT TURN SIGN 109.) DO NOT BLOCK INTERSECTION 110.) a. SKATEBOARDING PROHIBITED b. SEE 110a. c. SEE 110a. 111_) a. NO RIGHT TURN SIGN b. LITTER FREE ZONE, STRICTLY ENFORCED c. LITTER FREE ZONE, STRICTLY ENFORCED d. STOP e. ONE WAY SIGN 112.) NO PARKING 6AM-8AM MONDAY AND FRIDAY STREET SWEEPING 113.) SEE 112 114.) SEE 112 115.) ONE WAY SIGN 116.) SEE 112 117.) SEE 112 118.) a. SKATEBOARDING PROHIBITED b. SEE 118□. 119.) SEE 118 120.) a. STOP b. ONE WAY SIGN c. SKATEBOARDING PROHIBITED d. SKATEBOARDING PROHIBITED 121.) ONE WAY SIGN 122.) NO PARKING 6AM-BAM MONDAY AND FRIDAY STREET SWEEPING 123.l SEE 122 124. NO PARKING AT ANY TfME 125. ONE WAY SIGN 126.) a. SKATEBOAROING PROHIBITED b. SEE 122 127.) a. SKATEBOARDING PROHIBITED b. SEE 122 c. 5 MIN PARKING 7AM-6PM 128,) ONE WAY SIGN 129.) NO PARKING ANY TIME 130,) a. LITTER FREE ZONE, STRICTLY ENFORCED b. ONE WAY SIGN 131 .) a. CHANGE MACHINE b, DD NOT ENTER SIGN c. STOP d. LITTER FREE ZONE, STRICTLY ENFORCED e. LITTER FREE ZONE, STRICTLY ENFORCED 132.) BALBOA ISLAND FERRY 133.) a. STOP b. CHANGE MACHINE c. NO RIGHT TURN SIGN 134.) NO PARKING SAT. AND SUN. ANY TIME/ WEEKDAYS 6PM-7AM, LOADING ZONE 20 MIN. LIMIT, 7AM-6PM 135.) SEE 134 136.) o. DD NOT ENTER SIGN b. WRONG WAY SIGN 137.) a. DO NOT ENTER SIGN b. NO RIGHT TURN SIGN 138.) ONE WAY SIGN 139.) o. CHANGE MACHINE b. CHANGE MACH[NE c. LITTER FREE ZONE, STRJCTLY ENFORCED 140.) ONE WAY SIGN 141.) a. NO PARKING ANY TIME b, O.C.T.A. EXEMPT 142.) OCTA (714) 636-RIDE 143.) DO NOT BACK INTO SPACES 144.) ONE WAY SIGN 145.) a. DO NOT BACK INTO SPACES b. CHANGE MACHINE 146.) a. D.C.T.A. EXEMPT b. NO PARKING ANY TIME c. LITTER FREE ZONE, STRICTLY ENFORCED 147.) BALBOA ISLAND FERRY/PARKING 148.) CITY OF NEWPORT BEACH PARKING 149.) ONE WAY SIGN 150.) ONE WAY SIGN 151.l BALBOA ISLAND FERRY 152. DON'T BACK UP INTO SPACES C-3727 BALBOA VILLAGE PHASE 3 SIGNING AND STRIPING CITY OF NEWPORT BEACH PUBLIC WORKS DEPARlMENT R-5763-S SHEET 18 OF 25 --c ·. ,;,,---. . __ ·,. .,., ' ' ' ' ' i .J I I . 1:6--!. !--,. I G =:-_______ ,... .')C .. Cl) ~ --.J °'Z . r----Q LEGEND -_j --<~L __ _ ' i t Ti- 11-·,.c .. , , _:·:;--::.:::::~/ I c NEW PULL BOX SEE CONSTRUCTION NOTES ®@ EXISTING PULL BOX SEE CONSTRUCTION NOTES 0 Q NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® ® ® Q-o-J:l NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0® EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 ~ i EXISTING POLE AND TOP MOUNTED LUM IN AIRE SEE ,_ CONSTRUCTION NOTE 0 [SJ] EXISTING SERVICE POINT AND CABINET • I • • I ((ii ··/ ' ~ \ / ' ' ' --'./ / --·r ·---.. --- I I I I I /;/ / / ,.--· ' I ' -I I , I I ! i I ' I ! ! NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE G) EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES STREET LIGHT NUMBER CONSTRUCTION NOTE NUMBER LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX IN EXISTING CONDUIT RUN @ INSTALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS ------ 20 i I i 10 I ' i ' ' j ' ' ' 0 ! ,,/ / ; ,, ' ' I 20 GRAPHIC SCALE: 1"=20' / / / / 40 ' I I f ' PLANS PREPARED BY: j I PSOMAS 3187 Red Hill Avenue, Suite 250 Casto Mesa, CA 92626 (714) 751-7373 Fox (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: ;7·---.. l I // j_! ,' /I '· ,, / / • • I • • i I ! / I I I ' I ' ' j i ' .J / I f I I ' / I ' I I i I REVISIONS CONSTRUCTION NOTES G) FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. "A" & "B" -PURPLE & ORANGE, "C", •o• & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. ® FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #SF CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY THE CITY°S REPRESENTATIVE. f4' PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS \.:y AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. ® FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) • WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITYS REPRESENTATIVE. @ INSTALL ALL NEW FOUNDATION AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 50 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW 3' FOUNDATION PER DETAIL ON SHEET 62 AND CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE, OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDlllONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. APPROVED SAWCUT & REMOVE EXIST. AC OR PCC 3.00 MIN PAVEMENT 2.00' MIN SIDEWALK) 4" AC/6"UB (PAVEMENT) 4" PCC/SAND (SIDEWALK) INSERT zz ~ ~ b'b lflO NN Oz U') -ci :::; 1.00' MIN 1,,-----SELECT MATERIAL (SE=30) ~--STREET LIGHT CONDUIT STREET LIGHT OPEN TRENCH DETAIL NTS 'J \ ! '·,}' / ' APPROVAL RECOMMENDED: I I / C-3727 PROJECT ANAGER R.C.E. NO. 22882 BALBOA VILLAGE PHASE 3 STREET LIGHTING PLAN DATE 01 /,30( 0§ CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 19 OF 25 I ------ ' ' ··-... J f- (J) z <C 2 1---, f5" ------ I / i .... J I I J I I ------I -------I , <-a,"" ,, ,, ---------[ . --J---,.__:_-__ --_ ---:_--... :_·:· I I ' ' /! /i /1 . ' f r·· I J f I f ' ' ' ! ---- I / i f I I I I / / / ! ,- ! 1 • -,,. I ' / ' f ' • ·-· . ----. 0 0 +-· er, -I I l. . i i I I I ! ! I ! ' ' ' ! ! I i:d I 'I : i ' -'i PLANS PREPARED BY: . ' / I I PSOMAS 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 UNDER THE DIRECT SUPERVISION OF: r 20 10 I I !; I ! I I ' I ·-. - 0 GRAPHIC SCALE: I ' I I ' I I ' 20 f I ' 1"=20' I ' I I ! I I ·------. 40 NO. DATE BY o,rrp-pbh REVISIONS C LEGEND NEW PULL BOX SEE CONSTRUCTION NOTES ®@ EXISTING PULL BOX SEE CONSTRUCTION NOTES • © lJ NEW POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTES ® © ® 1GB NEW POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0® EXISTING POLE AND MAST ARM LUMINAIRE(S), SEE CONSTRUCTION NOTES 0 EXISTING POLE AND TOP MOUNTED LUMINAIRE SEE CONSTRUCTION NOTE 0 EXISTING SERVICE POINT AND CABINET NEW 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTE 0 EXISTING 1-1/4" PVC CONDUIT, SEE CONSTRUCTION NOTES 0 © STREET LIGHT NUMBER CONSTRUCTION NOTE NUMBER LIGHTING CIRCUIT DESIGNATION @ INSTALL PULL BOX IN EXISTING CONDUIT RUN @ INSTALL CONDUIT IN EXISTING PULL BOX @ SPLICE NEW TO EXISTING CONDUCTORS CONSTRUCTION NOTES 0 FURNISH AND INSTALL 1-1/4" PVC CONDUIT, MIN. DEPTH OF 18", W/ 2-#8 INSULATED STRANDED COPPER CONDUCTORS AND 1-#8 SOLID COPPER CONDUCTOR WITH THE FOLLOWING COLORS PER CIRCUIT. • A" & "B" -PURPLE & ORANGE, ·c·. "D" & "F" -RED & BLACK, "E" & "G" -BLUE AND YELLOW. 0 FURNISH AND INSTALL #3 1/2F CONCRETE PULL BOX PER CNB STD-204-L AND STD-205-L. WHERE 5 OR MORE CONDUITS TERMINATE IN A PULL BOX, A #5F CONCRETE PULL BOX SHALL BE INSTALLED. INSTALL AT A LOCATION APPROVED BY THE CITYS REPRESENTATIVE. 0 PROTECT IN PLACE ALL EXISTING LIGHTING POLES, CONDUIT AND PULL BOXES. ANY REMOVALS AND ABANDONMENT'S SHALL BE AFTER ACTIVATION OF NEW LIGHTING SYSTEMS. © FURNISH AND INSTALL 14' CONCRETE STANDARD (AMERON-AEGEAN 21CT13513) WITH CONTRACTOR FURNISHED AND INSTALLED 100 WATT, 240 VOLT H.P.S. TYPE II PRISMATIC ACORN LUMINAIRE W/PHOTO ELECTRIC CELL, AND ENCLOSED BALLAST. FURNISH AND INSTALL DOUBLE FUSE HOLDER W/5 AMP FUSES IN ADJACENT PULL BOX. INSTALL ON NEW FOUNDATION PER CNB STD-202-L-B. INSTALL AT A LOCATION APPROVED BY THE CITY'S REPRESENTATIVE. @ REMOVE EXISTING PULL BOX, SPLICE NEW CONDUCTORS TO EXISTING . @ INSTALL ALL NEW FOUNDATION AT A LOCATION DIRECTED BY THE CITY'S REPRESENTATIVE TO AVOID CONFLICT WITH UNDERGROUND UTILITIES. @ REMOVE AND SALVAGE EXISTING STREET LIGHT POLE, WITH LUMINAIRE, OR SERVICE CABINET AND REMOVE FOUNDATION. FOR ADDITIONAL REMOVALS SEE DEMOLITION PLANS SHEETS 19-26. APPROVAL RECOMMENDED: C-3727 APPROVED PROJECT ANAGER R.C.E. NO. 22882 BALBOA VILLAGE PHASE 3 STREET LIGHTING PLAN # DATE . OJ /JO /CJ (i, CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET2O OF 25 \ J 1" GROUT r-1 COVER ----'------•.. -· ----., -.----1 ----I STAINLESS STEEL NUT STAINLESS l,---~~&.\'\SSISSSL/ FOUNDATION STEEL ~-- STAINLESS STEEL NUT WASHERS <1 • <1 <1 • k::::::,I ------ANCHOR BOLT INSTALL ANTI-SEIZE COMPOUND TO THREADS _,,,./ ---~ LEVELING DETAIL SEE "LEVELING DETAIL"-- HEREON EQUOIA LIGHTING SYSTEMS CAT. # SLPT302D-05-S-2-H-1-P-28X FOR 50 WATT H.P.S. LAMP OR SLPT302D-10-S-2-H-1-P-28X FOR 100 WATT H.P.S. LAMP ~----POLE: 1 O' AMERON-DELPHI OR 14' AMERON-AEGEAN PER PLAN / NOTES: 1 . ALL BASES SHALL BE POURED TO 4" BELOW SIDEWALK GRADE. 2. THE AREA AROUND ALL STANDARDS SHALL BE FORMED AND POURED WITH GROUT TO EXTEND 6" ON EACH SIDE AND BACK OF STANDARD AND FROM BACK OF CURB TO FRONT OF STANDARD. GROUT SHALL BE POURED FROM TOP OF BASE TO SIDEWALK GRADE. GROUT SHALL CONSIST OF 2 PARTS SAND AND 1 PART CEMENT. 3. EACH POLE SHALL HAVE A PULL BOX. SEE STD. 205-L. 4. FUSE HOLDER SHALL BE LOCATED IN PULL BOX, SEE STD. 205-L. 5. ALL THREADED CONNECTIONS SHALL HAVE APPROVED ANTI-SEIZE COMPOUND. 6. WIRING FROM ADJACENT PULL BOX TO LUMINAIRE SHALL BE #12 AWG INSULATED STRANDED COPPER {NON- GROUNDED CONDUCTORS) AND #12 AWG SOLID COPPER GROUND. MATCH COLOR CODE OF CIRCUIT. DOOR FACES STREET VARIES 1 1 ~=;;;::::~===n CURB AND GUTTER • "' " I I <1 " IL __________ _ • " -----------------.--11 1/4" PVC CONDUIT ITO PULL BOX I ~ I 3/ 4" X 18" X 4" GALVANIZED ANCHOR 7 BOLTS PROJ. 3½" ABOVE TOP OF FOUNDATION 2' SQ. . BOLT CRCI.E SHAL1. BE PER POLE MANUFACTIJRE'S >--~~~----,, 8PECl1CA110NS ELEVATION -POLE LUG FOUNDA110N~ ~--·- ---1 STAINLESS STEEL NUT -------\ ( \ t--<:::::,J ---ANCHOR BOLT/ INSTALL ANTI-SEIZE // MPOUND TO THREADS / / -----__ ,..,/ ------ LEVELING DETAIL /-DOOR TO FACE STREET / /-PULL BOX (PER CNB STD. 205) DETAIL "A" -LIGHTING STANDARD CONST. NOTES 5,6,&9 NOT TO SCALE DETAIL "B" EXISTING FOUNDATION MODIFICATION NOT TO SCALE SEE CNB STD-2O1-L AND DETAIL "c" FOR CONST. NOTES 7,8 , 17&18 STAINLESSrc·-->::fS~~~;.,_.,,,-STEEL r WASHERS -~~~~r-'\ POLE LUG FOUNDATION -::::: -I STAINLESS _ ).._ ___________ STEEL NUT : •. <1 ~ t--<:::::,I ~:~~:OR BOLT // / INSTALL ANTI-SEIZE /' COMPOUND TO THREADS / ~ _,.,.,,,/ ------ LEVELING DETAIL DETAIL "C" SEE "LEVELING DETAIL" -"'\ ) EXIST. GRA DE\ '\ __ j ___ I ),,, I I ' .(j I I I I I I I ,, I I . I ; I " ~ 'i::'¼y:~'0%'.1 " "0::/J .,,'<:., :X1 I I I. I I . I " v I I I :cl I I I r1" f'.I <J., ._, /~ CONCRETE POLE SEE CNB STD 201-L \//--DOOR TO FACE STREET OR SIDEWALK / CONSTRUCT ""' I <1' I I I p I I I I . I . I I I . I I\ 1~~,.::: ,~v:~0: ·~»>" < " • I') __ l GRO UT #7 TOTAL 12 --- #4 CIRCLE @ 6" OR #4 SPIRAL @ 6" PITCH WITH 1 '-6" ._____ LAP AT SPLICE FOR ALL 26' CONCRETE STANDARDS SHOWN ON PLANS WIRING FROM ADJACENT PULL BOX TO LUMINAIRE SHALL BE #10 AWG INSULATED STRANDED COPPER (NON- GROUNDED CONDUCTORS) AND #10 AWG SOLID COPPER GROUND. MATCH COLOR CODE OF CIRCUIT . I ,1 .__ ~---------- -___ i)i_ ---_. ··----·· --f PLANS PREPARED BY: MODIFIED FOUNDATION DETAIL PSOMAS FOR CONST. NOTES 7, 8 & 18 3187 Red Hill Avenue, Suite 250 Costa Mesa, CA 92626 (714) 751-7373 Fax (714) 545-8883 NOT TO SCALE UNDER THE DIRECT SUPERVISION OF: () NO. DATE BY NEW 1¼" PVC CONDUIT NEW 1Y•" PVC COND. INSTALLED AT A MIN. _ __/ DEPTH OF 36" (TYP) INSTALL 4" PCC PAD NEW STREET LIGHT STANDARD io so· EXIST. EDGE OF SIDEWALK 1 NEW PULL BOX #3½ FOR #5F PER SPECS DETAIL "D" -TYPICAL INSTALLATION ALONG OCEAN FRONT NOT TO SCALE (J) w "' <[ > NEW ,/ NOTE 2 DETAIL • A" STREET LIGHT --, ~ GROUT 'BASIN' SEE STANDARD "' / TOP OF CURB ">..' "'"' FACE OF CURB NEW ' () FOUNDATIONI--~ ...... --~ AS SH OWN ON PLANS NEW 1¼• PVC CONDUIT -------- 5' MAX. ---,__ . - I THROUGH CONDUIT ~ / NEW PULL BOX --NEW 1¼" PVC I~ INSTALLED AT A MIN. -#3½ F OR #5F PER SPECS CONDUIT (TYP) 1/2 DISTANCE FROM POLE DEPTH OF 18" (TYP) SEE DETAIL "F" FOR LOCATION TO BACK OF SIDEWALK (TYP) IN PAITTRN CONC. SIDEWALK /-BACK OF SIDE WALK • ----------------- DETAIL "E" TYPICAL INSTALLATION NOT TO SCALE NEW STREET LIGHT STANDARD N 1}14' PVC CONDUIT 5' AX---,,:_~--~ THROU COND T INST LED AT A • / D TH OF 18" (TYP NEW ULL 80 #3 F OR #5F OF CURB EW1"Vc'/ CONDUIT ( ) 1-- ..... .... . .. ~ ... • . : :2..:-. •••• 1"· .·. SCORE LINES (TYP)-~ NOT TO SCALE DETAIL "F" -TYPICAL INSTALLATION FOR PULL BOX IN PATTERN CONC. C-3727 REVISIONS APPROVAL RECOMMENDED: APPROVED DATE 01 /so/ o<t, BALBOA VILLAGE STREET LIGHTING DETAIL SHEET CITY OF NEWPORT BEACH R-5763-S PUBLIC WORKS DEPARlMENT SHEET 21 OF 25 _____________________________________________________________________ ...._ _________________ ..... _..___....,_ ..... ___________ ...., _____ ,__ ________ ..__ _______ ,,,,..,,._._, .. ...,.,.;i _____ ,. 2+00 u ('., <-\ / v_// 1--FPlt+ _,{_,. ___ .,_. ,// '<I i'..J V, • ·---·--· 1r-·-·-···-··- .. -----Li•---" I A12 __ J_ 1-w w a: I- C/) :E ...J <( a. :, ) ,· i~' D'."o --· -····· .. I j . I I I L ............ -·-·········- / / \. ''~-----r-···-··(/, \. ________ ,! ---!---- I / \ •. i ./ 4+10"'0 __ _ EA~T BAY A VENUE C i l ---·· .. -·· ' I ' CONTRACTbR SHALL CONNECT PROPdSE(} IRRIGATl¢)N MAINLINE TO THE EXISTING IRRIGATIO~ SYSTEM MAINLINE STUB-()Uw· CONT1CTOR SHALL VERIFY ACTUAL EXISTING IRRIGATION SYSTEM MAINLINE CATION I FIELD WITH AUTHORIZED REPRESENbTATIVE PRIOR TO COMMENqlN WORK. C NTRACTOR SHALL REFER TO BALBOA B ULEVARD PHASE 1 IRRIGATJON PLANS ~REPARED BY SWEENEY & ASSOCIATES, JNC,.FOR . EXISTING IRRl(pAT ON SYSTE LAYOUT. CONTRACTOR SHALL CONNECT VALVE A13ffQYTH'l,B<ISTING tONTROL IRES PROVIDED BY THE PHASE 1 CONSTRUCTION, SAIDI, Wl~ES SHALL BE ¢0NNECTE~ TO THE EXISTING CONTROLLER, INSTALLED AS PART pF-.fHE PHASE 1 ll!lRIGATION !IMPROVEMENT PLANS REFER TO~ SHEET 71 OF BALBO/\ Jll)ULEVARD PHA~E 1 FOR ,THE ACTUAL CONTROLLER LOCATION AND INFO~MATl,ON. CONTRACTOR SHALL ~ERIFY ALL IRRIGATION CONNECTION AND Dl$CONNECTION POINl'S IN FIELID WITH CITY'S AUTHORIZED REPRESENTATIVE PRICi>R_ r BIDDING ANI PRIOR rt COMMENCING WORK. 20 10 0 20 40 GRAPHIC SCALE: 1 "=20' I I' 0 + I- ·' 1 2 3 4 5 6 [7 IRRIGATION NOTES ALL LOCAL MUNICIPAL AND STATE LAWS, RULES AND REGULATIONS GOVERNING OR RELATING TO ANY PORTION OF THIS WORK ARE HEREBY INCORPORATED INTO AND MADE A PART OF THESE SPECIFICATIONS AND THEIR PROVISIONS SHALL BE CARRIED OUT BY THE CONTRACTOR. THE CONTRACTOR SHALL VERIFY THE LOCATIONS OF ALL EXISTING UTILITIES, STRUCTURES AND SERVICES BEFORE COMMENCING WORK. THE LOCATIONS OF UTILITIES, STRUCTURES AND SERVICES SHOWN IN THESE PLANS ARE APPROXIMATE ONLY. ANY DISCREPANCIES BETWEEN THESE PLANS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE CITY'S REPRESENTATIVE. THE CONTRACTOR SHALL OBTAIN THE PERTINENT ENGINEERING OR ARCHITECTURAL PLANS BEFORE BEGINNING WORK. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS REQUIRED TO PERFORM THE WORK INDICATED HEREIN BEFORE BEGINNING WORK. • THIS DESIGN IS DIAGRAMMATIC. ALL EQUIPMENT SHOWN IN PAVED AREAS IS FOR DESIGN CLARITY ONLY AND IS TO BE INSTALLED WITHIN PLANTING AREAS. DO NOT WILLFULLY INSTALL ANY EQUIPMENT AS SHOWN ON THE PLANS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN CONDITIONS EXIST THAT WERE NOT EVIDENT AT THE TIME THESE PLANS WERE PREPARED. ANY SUCH CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE CITY'S REPRESENTATIVE PRIOR TO ANY WORK OR THE IRRIGATION CONTRACTOR SHALL ASSUME ALL RESPONSIBILITY FOR ANY FIELD CHANGES DEEMED NECESSARY BY THE CITY. • I ' I I ' r• \..---' -~11----73+i"'t'JO ---,._ ::,--1 -y ---------~2~J~ -1---1+1io f· ! ' , 1 CAP END ,, i/oi I ,, i 11 Jj - I NOTE: CONTRACTOR SHALL ROUTE FOUR AILOT WIRES AND ONE COMMON WIRE FROM CONTROLLER "A" TO THEY PHASE 3 I MAIN STREET PORTION OF THE PROJECT. ROUTE NEW 2" MAINLINE DOWN EA$T BAY AVENUE FROM WASHINGTON STREET TO THE MAIN STREET PHASE 3 PORTIO~ OF THE WORK. I CONNECT THREE RCV!Sr·(#A7;·A8 ·& A9 AS PART OF PHASE 3 MAIN STREET) TO THE "A" CONTROLLER, iREMOVE THE DC LATCHING SOLENOIDS (TURN OVER TO THE CITY) AND REINST~LL THE ORIGINAL IRRIGATION SOLENOIDS (PROVIDED TO CITY BY PREVIOUS PH1SE OF WORK). ' I I CONTRACTOR SHALL CONNECT PROPOSEI;) IRRIGATIONi MAINLINE TO THE EXISTING IRRIGATION SYSTEM MAINLINE STUB-OUT! __ .QONTRACTOR SHALL VERIFY ACTUAL • ·1 EXISTING IRRIGATION SYSTEM MAINLINE LOC4,TION IN ilELD WITH AUTHORIZED 1 __ ! REPRESENTATIVE PRIOR TO COMMENCING WORK. CO TRACTOR SHALL.rR ... EFER TO.,,,•--".· BALBOA BOULEVARD PHASE 1 IRRIGATION Pl.ANS PR PARED BY SWEl;i'l_EY &· • •• .• ASSOCIATES, INC. FOR EXISTING IRRIGATION! SYSTEM !LAYOUT.c'CONTRACTOR SHALt • CONNECT VALVE A14 THROUGH A16 TO THE EXl§HNG,·CONTROL V,:IR_ES PROVIDED.····· BY THE PHASE 1 CONSTRUCTION, SAID _.WJRE~ f'SHALL) BE CONNECTED TO /THE • EXISTING CONTROLLER lt;,ISTAhJ .. ED.,AS"'PART Olf sif:l'f!;spHASE 1 IRRIGATION' IMPROVEMENT PLAN~.::.RE'.FERTO SHEET 71 OF:"BALBOA BOULEVARD PHASE 1 FOR Tf:IE .. ACTU!-L ,CONTROLL~~ehQCAflON '-AND INF9RMATION:·coNTRACTOR SHALL VERIFY AL.L!.lRRIGATION CONNEC:TION '(IND DISCONNECTION POINTS IN FIELD WITH CITY'S •• 'AUTHORIZED<:,REPRESENTATIVE.'PRIOR TO BIDDING AND PRIOR TO COMMENCING WORK. 7 INSTALL ALL EQUIPMENT AS SHOWN IN THE DETAILS AND SPECIFICATIONS. CONTRACTOR SHALL BE RESPONSIBLE TO COMPLY WITH LOCAL CITY, COUNTY AND STATE REQUIREMENTS FOR BOTH EQUIPMENT AND INSTALLATION. 8 ACTUAL LOCATION FOR THE INSTALLATION OF THE BACKFLOW PREVENTER AND THE AUTOMATIC CONTROLLER IS TO BE DETERMINED IN THE FIELD BY THE CITY'S AUTHORIZED REPRESENTATIVE. 9 CONTRACTOR IS TO PROVIDE AN ADDITIONAL PILOT WIRE TO THE END OF THE MAINLINE RUN IN TWO DIRECTIONS FROM THE CONTROLLER. 10 ALL PIPE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE TWICE THE DIAMffiR OF THE PIPE CARRIED. ALL WIRE UNDER PAVED AREAS TO BE INSTALLED IN A SCH. 40 SLEEVE THE SIZE REQUIRED TO EASILY PULL WIRE THROUGH. ALL SLEEVES TO BE INSTALLED WITH A MINIMUM DEPTH AS SHOWN ON THE SLEEVING DETAILS. SLEEVES TO EXTEND AT LEAST 12" PAST THE EDGE OF THE PAVING. 11 ALL QUICK COUPLER VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER AREAS WHERE POSSIBLE. ALL QUICK COUPLER VALVES TO BE INSTALLED AS SHOWN ON THE INSTALLATION DETAILS. INSTALL ALL QUICK COUPLER VALVES WITHIN 18" OF HARDSCAPE. 12 ALL HEADS ARE TO BE INSTALLED WITH THE NOZZLE, SCREEN AND ARCS SHOWN ON THE PLANS. ALL HEADS ARE TO BE ADJUSTED TO PREVENT OVERSPRAY ONTO BUILDINGS, WALLS, FENCES AND HARDSCAPE. THIS INCLUDES, BUT NOT LIMITED TO, ADJUSTMENT OF DIFFUSER PIN OR ADJUSTMENT SCREW, REPLACEMENT OF PRESSURE COMPENSATING SCREENS REPLACEMENT OF NOZZLES WITH MORE APPROPRIATE RADIUS UNITS AND THE REPLACEMENT OF NOZZLES WITH ADJUSTABLE ARC UNITS. l ' r 1-w w PIPE SIZING CHART 0 TO 5 GPM J/4' SCH. 40 PVC PIPE 5 TO 10 GPM 1 SCH. 40 PVC PIPE 10 TO 15 GPM 1-1'4" SCH. 40 PVC PIPE 15 TO 20 GPM 1 112• SCH. 40 PVC PIPE 20 TO JO GPM 2" SCH. 40 PVC PIPE JO TO 45 GPM 2-112' SCH, 40 PVC PIPE 45 TO 95 GPM J SCH. 40 PVC PIPE NOlI: CONTRACTOR SHALL SIZE ALL LAlERAL LINES PER PIPE SIZING CH.IRT. IN NO INSTANCE SHAlL PIPE SIZE EXCEED DESIGNATED GPM RANGE. ~----\1:0.LVE NUMBER I C:: __ 1_}--'3:.:.5_-G.P.M. 1.5" !~ '------\1:0.LVE SIZE 3!:; SEE SHEET. 23 FOR IRRIGATION LEGEND <( SEE SHEET 24 FOR IRRIGATION DETAILS :E NOTE: MAINLINE SHOWN WITHIN PAVING FOR CLARITY ONLY, ACTUAL MAINLINE LOCATION TO BE A MINIMUM OF 18" OFF ADJACENT HARDSCAPE AND OTHER OBSTACLES TYP. NOTE: CONTRACTOR SHALL ADJUST ALL HEADS AS REQUIRED TO ACCOMMODATE ANY VERTICAL OBSTRUCTIONS THAT MAY OCCUR, INCLUDING BUT NOT LIMITED TO LIGHT POLES, FIRE HYDRANTS, ETC. VERIFY ALL HEAD LAYOUT WITH CITY'S AUTHORIZED REPRESENTATIVE PRIOR TO COMMENCING WORK. C-3727 PREPARED BY : ~ REVISIONS PROFILE SCALES BALBOA VILLAGE PHASE 3 IRRIGATION PLANS NU VIS LANDSCAPE ARCHITECTURE AND PLANNING rx 114 154 JJ46 PII 114 )54 )311 NO. DATE BY APPROVED HORIZONTAL PLAN SCALE 1" = 201 t--+---+--t--------------1-----1 DESIGNED BY: DRAWN BY: t--+---+--t--------------1-----1 CHECKED BY: DATE : CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 22 OF 25 r c;:i ' )> i.,;i r .....J c;:, r...::, c::, -.J ► < ,-,- ~ ,::, ;z:. SYMBOL a T H F MANUFACT. ._ -""-_,._ TORO V w ..., w TORO [9 G G ffi TORO ~ ~ l!"l ■ TORO ~ r;;i TORO ._ .>IL .a. TORO ~ ~ e • TORO ~ ~ e • TORO (') 0 0 + TORO "' "" TORO ... TORO 'v TORO ® TORO @ TORO DJ l21 [:3J RAIN BIRD - 1B IS1I -@ • ll:l IE] IC) x---oc- - - - -;) ----=l -------- NO SYMBOL NO SYMBOL P.0.C. FEBCO GRISWOLD RAIN MASTER MATCO RAIN BIRD GRISWOLD RAIN MASTER N/A ALTEC AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED AS APPROVED SPEARS IRRIGATION MATERIAL LEGEND MODEL NO. / DESCRIPTION 570-6P-COM-5-Q/T/H-PC POP-UP TURF HEAD 570-6P-COM-10-Q/T/H/5-PC POP-UP TURF HEAD 570-6P-COM-12-0/T/H/F-PC POP-UP TURF HEAD 570-6P-COM-15-Q/T/H/F-PC POP-UP TURF HEAD 570-6P-COM-4-EST/SST-PC POP-UP TURF HEAD 570-12P-COM-5-0/T/H-PC POP-UP SHRUB HEAD 570-12P-COM-10-0/T/H/5-PC POP-UP SHRUB HEAD 570-12P-COM-12-Q/T/H/F-PC POP-UP SHRUB HEAD 570-12P-COM-15-Q/T/H/F-PC POP-UP SHRUB HEAD 570-12P-COM-4-EST/SST-PC POP-UP SHRUB HEAD 570-6P-COM-S8-360-PCD-.54 POP-UP STREAM BUBBLER HEAD, 570-6P-COM-SB-360-PC-.54 POP-UP STREAM BUBBLER HEAD EACH SYMBOL REPRESENTS lWO BUBBLERS PER PALM. PLACE AT EDGE OF ROOTBALL ON OPPOSITE SIDES OF PALM TYP. EACH SYMBOL REPRESENTS: • ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL TWO (2) 570-4P-COM-S8-90-PCD-.25 POP-UP SHRUB HEAD ONE IN EACH CORNER OF PLANTER OPPOSITE EACH OTHER GPM .09, .12, .18 .33, .44, .66, 1.33 .48, .64, .96, 1.92 .75, 1.0, 1.5, 3.0 .43, .86 .09, .12, .18 .33, .44, .66, 1.33 .48, .64, .96, 1.92 .75, 1.0, 1.5, 3.0 .43, .86 .54 .54, (1.08) 1-.25, 2-.25 , (.75) PSI RADIUS 30 5 FT 30 10 FT 30 12 FT 30 15 FT 30 4X15 FT 4X30 FT 30 5 FT 30 10 FT 30 12 FT 30 15 FT 30 4X15 FT 4X30 FT 30 2 FT 30 2 FT 40 2 FT DETAIL A A A A A A A A A A A A A,M,O EACH SYMBOL REPRESENTS: 3-.25, 3-.25 , (1.50) 40 2 FT A,N,O ONE (1) FB-25-PC-.25 FLOOD BUBBLER DEEP WELL PER PALM ON HARDSCAPE SIDE OF ROOTBALL ONE (1) 570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB PER PALM ON OPPOSITE SIDE OF ROOTBALL INSIDE GROUPING OF PALMS 5006-PC/FC-SAM HEAD-112/231/446 POP-UP ROTOR HEAD 1.12,2.31,4.46 45 32 FT A NOTE: NOZZLES NUMBERS WITHIN THE ROTOR HEAD SYMBOLS TO NOT EXACTLY CORRESPOND TO THE RAIN BIRD NOZZLE NUMBERS. NOZZLE NUMBERS FOR QUARTER, HALF, AND FULL HEADS ARE SHOW WITHIN THE HEAD MODEL NUMBER AS SHOWN IN THE LEGEND. POC 'A' 1" DOMESTIC METER WITH 1" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FlELD POC '8' 11 /2" DOMESTIC METER WITH 2" SERVICE LINE, VERIFY SIZE, LOCATION, AND STATIC WATER PRESSURE IN FIELD POC 'A' 825-Y SERIES, 1" R/P BACKFLOW PREVENTION ASSEMBLY W/ MODEL 650 WYE STRAINER POC '8' 825-Y SERIES, 1-1/2" R/P BACKFLOW PREVENTION ASSEMBLY W/ MODEL 650 WYE STRAINER POC 'A' 2000-E SERIES 11 / 4" "EPOXY FUSED" MASTER CONTROL VALVE POC 'B' 2000-E SERIES 11 /2" "EPOXY FUSED" MASTER CONTROL VALVE POC 'C' 2000-E SERIES 11/2" "EPOXY FUSED" MASTER CONTROL VALVE (IF REQUIRED) POC 'A' 11/4" EVFMFLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER POC '8' 11 /2" EVFMFLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER POC 'C' 11 /2" EVFMFLOW SENSOR, INSTALL PER MANUFACTURER'S RECOMMENDATIONS AND WIRE TO CONTROLLER (IF REQUIRED) 754 SERIES BALL VALVE, LINE SIZE PER MAINLINE 44LRC QUICK COUPLER VALVE DW-PRV SERIES BRASS REMOTE CONTROL VALVE, SIZE AS SHOWN EVOLUTION DX2 CONTROLLERS, CONTROLLER :o\' & 'B' SHALL BE A PART OF A HYDROSCAPE CONTROLLER ASSEMBLY USING TOP ENTRY ENCLOSURES, CONTROLLER 'C' SHALL BE UPGRADED AS NOTED, CONTACT SCOTT KYLE @ RAINMASTER @ 949-212-8013 CONTROLLER "A" SHALL BE A HYDROSCAPE MODEL NO. HS-16-DX-24X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT CONTROLLER "8" SHALL BE A HYDROSCAPE MODEL NO. HS-16-DX-24X-DXFLOW-DXRF-EV-RADIOF-EV-ANT-FD-PMRKIT CONTROLLER "C" IS AN EXISTING 24 STATTON CONTROLLER, CONTRACTOR SHALL UPGRADE THIS EXISTING CONTROLLER TO A RAIN MASTER MODEL NO. DX-30X-DXFLOW-DXRF-£V-RADIOF-£V-ANT-FD-PMRKIT, INSTALLED WITHIN EXISTING ENCLOSURE 120 VOLT ELECTRICAL POWER, PROVIDED BY ELECTRICIAN, VERIFY ACTUAL LOCATION IN FlELD LEIT 4008, 8 STATION LIGHT POWERED IRRIGATION CONTROLLER, FOR EXISTING ADJACENT IRRIGATION SYSTEM, ALL EXISTING RCV'S ON THE SYSTEM SHALL BE CONVERTED TO DC LEIT SOLENOIDS OF THE APPROPRIATE TYPE BASED ON VALVE MODELS VERIFY WITH CITY REPRESENTATIVE THE EXACT NUMBER OF EXISTING RCV'S AND THE LOCATION OF THE EXISTING WIRES PVC PIPE 3/4" -3" SCH. 40 AS LATERAL LINES 12" BELOW GRADE COPPER PIPE 3/4" -3" TYPE "K" AS LATERAL LINES 12" BELOW GRADE PVC PIPE 21/2" -3" CL. 315 AS MAINLINES 18"-24" BELOW GRADE COPPER PIPE 2" TYPE "K" AS MAINLINES 18" BELOW GRADE COPPER STUB-OUT/ CONNECTION TO FUTURE PHASE OF WORK CONNECTION TO EXISTING 3" MAINLINE FROM PRIOUS PHASE OF WORK, VERIFY SIZE AND LOCATION IN FIELD PVC PIPE SCH. 40 AS SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED BY OWNER'S AUTHORIZED REPRESENTATIVE. IRRIGATION CONTROL WIRE #14UF AWG DIRECT BURIAL (U.L. APPROVED) DS-400 PRE-FILLED WIRE CONNECTORS, USE ON ALL WIRE CONNECTIONS N/A 8 C D E F G H N/A p I M l,L l,L,M N/A N/A J l,J,K K _J_r-----v· ',ALVE NUMBER / 1 \ 35 --G.P.M. \ 1.5' / 1~---~VALVE SIZE PREPARED BY : NUVI S LANDSCAPE ARCHITECTURE AND PLANNING f! )]4 )54 PH 114 754 i J 4 o ) J I I REVISIONS PROFILE SCALES NO. DATE BY APPROVED HORIZONTAL 1---+---+---+--------------+------l PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: 1---+---+---+--------------+------1 CHECKED BY: DATE : C-3727 BALBOA VILLAGE PHASE 3 IRRIGA llON LEGEND CITY OF NEWPORT BEACH PUBLIC WORKS DEPAR1MENT R-5763-S SHEET 23 OF 25 _______________________________________________________________________ ..... ____________________ ,__ ..... __ .... _..i... ____________ ..i... ___ .... ____ ..i... ____ .,__ ______ ,.,._ _., ____ ..._ _____ _ . r-, Z::! ~ ~ 6 z: Z"~ t ,!, ~, I " . ~-----FINISHED GRADE IN TURF AREAS :!.!.2:s.J·---BRICK SUPPORTS '-------BRASS UNION ~------BRASS NIPPLE '---------LANDSCAPE FABRIC NOTE: sf~CTI-p_N_YJ_fW ___ N_I5 _____ 3/4" ROCK, 2 CUBIC FT. BOX TO BE INSTALLED AS TO ALLOW FOR PROPER OPERATION OF BALL VALVE INSTALL AT RIGHT ANGLE TO HARDSCAPE EDGE, INSTALL VALVE OFF-CENTER IN BOX. INSTALL VALVE BOX EXTENSIONS AS REQUIRED TO ACHIEVE PROPER VALVE INSTALLATION AT MAIN LINE DEPTH. DIMENSION A B C D 1/2" TO 4" IN SIZE 36" 24" 24" 4• SECTION YJEW N,LS, Q)~~~;Ys~ INSTALLATION PROVIDE ONE TORO FB-25-PC .25 GPM BUBBLERS PER TREE .,,-----RUBBER DRAIN CAP MISSION RUBBER CO. NO. 0704-015, 4" "'l"'"'l"'"'rc'=<"'tfSR~59\rn~~-----FINISH GRADE • + + + + • + + + + • + + + + • + + + + • + + + + • + + + + • + + + + • + + + + • + + + + . + + + + + + + 4J J~~------BUBBLER HEAD, SEE __I LEGEND FOR SPECIFICATION -TOP 1 • BELOW FINISH GRADE I--H+<::::TITT""[ i""l:1,-. -----SCH BO NIPPLE, LENGTH 1111 AS REQUIRED, 2 REQUIRED 'i=l-1--l+==i+--------VAI..CDN 1/2" ANTI DRAIN VALVE •• o. ------NATIVE SOIL ------PVC LATERAL LINE ---. _____ DRILL THROUGH PIPE 01·0•0 ~o ff o 1/2" PVC ELL (SxT) •oo.: 0 • 'bO O•Ho>--------4• DIA. X 36" LONG .~O •0 • PERFORATED PVC DRAIN PIPE ~~.~:!5J FILL WITH 3/4" GRAVEL TO .:::._µ__:y..:::....i....,...,.■ii■,i-1 BOTTOM OF CHECK VALVE '--------------AMMENDED BACKFILL '----------------ROOT BALL OF TREE ,-------FINISHED GRADE IN TURF AREAS .------PLASllC RECTANGULAR VALVE BOX WITH BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "FS" ONTO LID. FLOW SENSOR, SEE LEGEND FOR SPECIFICATION ~• a-FINISHED GRADE IN SHRUB AREAS ill ill . = = 24" WIRE LOOP 1 lilll I lill PVC MAINLINE PIPE ,-,._;;___----,--..., PER SPECISIFICATION i.c>,F-"'-"--='-'--'-F'--r'-':.s..:..,'-=-'"-'~>J---BRICK SUPPORTS '--------LANDSCAPE FABRIC '---------3/4" ROCK, 2 CUBIC FT. '---------------PVC MAINLINE PIPE TO MASTER VALVE PER SPECS. AND PLAN. SECTION YJEW -N Is NOTE: INSTALL FLOW SENSOR AS PER THE MANUFACTURER'S RECOMMENDATIONS, WIRE TO IRRIGATION CONTROLLER. USE 45 DEGREE ELLS TO ACHIEVE MAINLINE DEPTH ON THE DOWN-STREAM SIDE OF THE FLOW SENSOR. lllllll'IIIIIIIMIIIIIIIIIMIIIIIIIIIIIMlllllllll-11111111111111111111-■~ FINISH GRADE ·.-:• .. ·--·-.--.· _._ ·-:· .-.-• __ ·._. :-:·.::··:·:_:\· .... ;,;,.;.i.;:!±l,;-;-;:1±!;--CUEAN COMPACTED BACKFILL =H-t==t--LATERAL LINES, SEE SPECS. mlllmlllm \ : : ;111 111 111 111 111 \ ). ·,-...-~irciii~~~:~E, SEE CONTROL WIRES, SEE SPECS. Ill IIC .~~~ = 111~111~111 111=111=111=111=111 11~111; DIMENSION A B C 1/2" TO 2-1/2" IN SIZE ,a· 12· 4• 3" TO 6" IN SIZE 24" X 4• SECTION VIEW -N.T.S. ,,,.------DRIP LINE OF TREE FB-50-PC-.45 FLOOD BUBBLER DEEP WELL AT EDGE OF ROOT BALL __.---57D-4P-COM-SB-90-PCD-.47 POP-UP SHRUB HEAD ,,------PVC LATERAL LINE TYP/ PVC LATERAL LINE PIPE 3 4•1 -~.;;_.--.I..-- ® SYMBOL ON DRAWING ®~~;~_f.LANTER LAYOUT .-------FINISHED GRADE IN TURF AREAS PVC SCH 40 FEMALE ADAPTER, 2 REQUIRED ~-PVC MAINLINE TO FLOW SENSOR, PIPE PER SPECS. ~;J:!:~=~R:..::p~:=~;J----BRICK SUPPORTS '-------BRASS UNION '---------BRASS NIPPLE lYP. ~-------LANDSCAPE FABRIC ~-------3/4" ROCK, 2 CUBIC FT. '----------------PVC MAINLINE PIPE FROM BACKFLOW PER SPECS. NOTE: SECTION VIEW -N,J.S, USE 45 DEGREE EULS TO ACHIEVE MAINLINE DEPTI-1 FROM UP-STREAM SIDE OF THE MASTER VALVE ASSEMBLY. G ,---STEEL VANDAL PROOF ENCLOSURE SEE LEGEND FOR SPECIFICATION ,r--RAIN / FREEZE SHUT-OFF DEVICE, / REFER TO LEGEND FOR SPECIFICATION !r='----IRRIGATION CONTROLLER GFI TYPE RECEPTACLE W/ ON-OFF SWITCH TERMINAL STRIP AND CONTROL WIRES 1" PVC ELECTRICAL SWEEP FOR FLOW SENSOR WIRES EPOXY SEALANT CONCRETE PAD AS PER CONTROLLER ENCLOSURE MANUFACTURER'S SPECS. . . F.SJ:J:F,-FINISH GRADE '; ~:;. ~. 11 ]T 3" PVC ELECTRICAL SWEEP FOR _II' LOW VOLTAGE CONTROL WIRES "1--------1 • PVC ELECTRICAL SWEEP FOR 120 VOLT POWER WIRES 1------3/4" X 96" COPPER GROUND ROD CONNECT AS PER MANUFACTURER ,,---------DRIP LINE OF TREE ,,--PVC LATERAL LINE ,,---FB-25-PC-.25 FLOOD BUBBLER DEEP WELL AT EDGE OF ROOT BALL ,,-----570-4P-COM-SB-90-PCD-.25 POP-UP SHRUB HEAD / CONNECTION BETWEEN PVC LATERAL / LINE PIPE AND COPPER TUBING ® SYMBOL ON DRAWING PLAN VIEW -N.T.S. 3/4" SCH. 40 PVC LATERAL PVC SCH. 80 S.T. COUPLING KBI FR-0750-6FLEX RISER S.S. X T COPPER TEE (M)~r~~r~.T PLANTER LAYOUT PREPARED BY : .---------------FINISH GRADE RIP DEVICE SEE LEGEND FbR SPECIFICATION ~-----BRASS BALL VALVE lYP. r----r-T-;:===11----BRASS NIPPLES MIN. 4• TYP. .-----1----BRASS ELL, 4 REQUIRED •----BACKFLOW ENCLOSURE IF SPECIFIED J,----PRESSURE REGULATOR OR WYE SllRAINER IF SPECIFIED, SEE BELOW J,----BRASS UNION, 2 REQUIRED A---.--:,::---BRASS RISERS LENGTH AS REQ. c::ql¢'1-----PVC MAINLINE TO MASTER VALVE ~---SCH BO PVC FEMALE ADAPTER .__ ___ SCH BO PVC NIPPLE 6" MIN. ~--------CONCRETE SLAB, SEE BELOW ~------------PVC MAINLINE NOTE: IF WYE SllRAINER OR PRESSURE REGULATOR IS SPECIFIED, INSTALL ON EITHER THE HORIZONTAL PIPING OR ON THE DOWNSTREAM LEG AS SPACE PERMITS. CONCRETE SLAB SHALL BE MINIMUM 4 • THICK, 18" WIDE AND EXTEND AT LEAST 8" PAST THE BACKFLOW ASSEMBLY PIPING. IF BACKFLOW ENCLOSURE IS SPECIFIED IN 11-IE LEGEND, THE CONCRETE SLAB SHALL BE THE SIZE REQUIRED BY THE MANUFACTURER. .-----FINISH GRADE IN TURF AREAS PLASTIC RECTANGULAR VAI..VE BOX Will-I BOLT DOWN COVER, USE STAINLESS BOLT, NUT, AND WASHER. BOX TO BE PLACED AT RIGHT ANGLE TO HARDSCAPE EDGE. HEAT BRAND "Rev" AND CONTROL STATION # ONTO LID. -FINISHED GRADE 4" MIN. r. IN SHRUB AREAS LATERAL -- SCH. 80 UNION ---~ j__pnnmmmnm~ 3+€3tf--24" WIRE LOOP ':""'n:::;=l!::::-1\---VALVE ID TAG -+\\----PVC THD. ELL SCH 80 PVC '----.:,=l'-\1----CONTROL VALVE ._---SCH 80 PVC NIPPLE lYP. ><:J---BRICK SUPPORTS i----IRRIGATION MAINLINE '-------3/4" CRUSHED GRAVEL TWO CUBIC FEET '--------LANDSCAPE FABRIC SECTION VIEW NI s @~~~N~;E CONTROL VALVE 45 DEGREE ELL ,.,,----CONCRETE 11-IRUST BLOCK, TYPICAL ,,---MAINLINE PIPE ----.-, UNDISTURBED SOIL 90 DEGREE ELL 11-IRUST BLOCKS TO BE ,.i:·.':\:;:'i .. i/;c.:;:·,1·----CONCRETE THRUST 1 CUBIC FT OF CONCRETE 11-IRUST BLOCKS TO BE USED FOR 3• AND LARGER PLASTIC PIPE WRAP PLASTIC FlmNGS USING BLACK PIPE TAPE ALL CONCRETE TO BE PORTLAND CEMENT 420-C-2000 BLOCK, lYPICAL '----!~-- -MAINLINE PIPE , ,,II~•--UNDISTURBED SOIL TEE L THRUST BLOCKS SCALE: N.T.S. REVISIONS NOTE: .---------INSTALL SPRINKLER HEAD FLUSH WllH FINISHED GRADE IN TURF AREAS ;;;I ffilffi!W~~~~~/2~·;;;;;;;;. ;ill l ~---INSTALL SPRINKLER HEAD 1/2" j mil -ABOVE FINISHED GRADE IN SHRUB 'ill'---fi -'ill'-ffi0---{ AND GROUND COVERS AREAS lm~mill!T---mmillm!l@~mr-_ - I 1--1 !, , ,ill, , i1urr ill11m, , ,_, ~---UNDISTURBED SOIL NOTE: ~---PRE-ASSEMBLED TRIPLE SWING JOINT, HUNTER SJ SERIES (OR APPROVED EQUAL) LAY LENGTI-1 TO BE 6" MINIMUM SIZE AS PER SPRINKLER OUTLET ~---SCH 40 PVC SxSxT TEE FlmNG LATERAL x SPRINKLER INLET SIZE LATERAL UN~,._ SEE SPECIFICATIONS FOR lYPE ANu DEPTH REQUIRED INSTALL SPRINKLER HEADS 6" FROM PAVING EDGE IN GROUND COVER AREAS. INSTALL SPRINKLER HEADS 4" FROM PAVING EDGE IN TURF AREAS. INSTALL SPRINKLER HEADS PLUMB. ADJUST SPRAYS OR NOZZLE STREAM TO COVER LANDSCAPE AREA Wlll-lOUT OVER SPRAY ONTO PAVING, FENCES, WALLS OR BUILDINGS, ~----FINISHED GRADE IN TURF AREAS r---=,--PLASTIC ROUND VALVE BOX WITH BOLT DOWN COVER, USE STAINLIESS BOLT NUT AND WASHER. HEAT BRAND "Qcv· ONTO LID. QUICK COUPLER KEY WITH MALE HOSE BIB CONNECTION AS SHOWN, KEY MUST CLEAR VALVE BOX -FINISHED GRADE IN SHRUB AREAS n,l------11\aaffiaaffi:__-QUICK COUPLER VALVE SEE LEGEND FOR SPEC. .,,,------iit-----GALV. PUNCH LDC (2 REQ.) ,=,;r ...----11----BRASS NIPPLE (LENGTH AS REQ.) -, lt-i BRICK SUPPORTS BRASS TRIPLE SWING JOINT (SIZE PER QCV) USE lWO STREET ELLS, ONE NIPPLE (6" MfN. LENGTH), AND ONE 11-IREADED ELL FOR ASSEMBLY '---~~---MAINLINE, SEE SPECS. 1--------#4 x 36" REBAR STAKE .__ _______ LANDSCAPE FABRIC L----------3/4" ROCK, 1 CUBIC FT. SECTION VIEW -NI S USE TEFLON TAPE ON ALL THREADED FITTINGS TYPICAL. ~------LOW VOLTAGE WIRES, 3 MAXIMUM ~--OUTER CASE OF CONNECTOR STRIP AND TWIST WIRES FOR PROPER CONNECTION CRIMP COPPER SLEEVE INSTALLED WITH RECOMMENDED TOOL CONNECTOR INSERT NOTE: FILL OUTER CASE WITH SEALER PRIOR TO FINAL ASSEMBLY. PROFILE SCALES C-3727 Pliiiilllill NO. DATE BY APPROVED HORIZONTAL BALBOA VILLAGE PHASE 3 IRRIGATION DETAILS NU VIS LANDSCAPE ARCHITECTURE AND PLANNING fX: /14./54./J4! PH /14 754 7311 l---+----+--1--------------+-----< PLAN SCALE 1· = 20' DESIGNED BY: DRAWN BY: 1---+---+--t--------------+-----1 CHECKED BY: DATE : CITY OF NEWPORT BEACH PUBLIC WORKS DEPARTMENT R-5763-S SHEET 24 OF 25 < . . . . I ' \ \ ', ' ' ' \ '. ' \ \ \ \ ' \ !i WASF!Oe 2!i' 6Tf-l 11+00 !i WAS F!06 2!i' eTf-1 PLANTING LEGEND SYMOOL TREES: 6AU 6LA EUC NIC EUC TOR PALMS: ARC CUN UJAS RO6 S~RU6S AGAVAR AGA ATT ALO AREi ALO NO6 6UX MIC CEN CIN Cl-IL COM EUR 'MUN' FES CIN 1-!EM '6T' LIG TEX MYR COM FI-IO '66' FI-IO 'JS' PRU CAR RAF 'JE' STR REG TRA JAS VINE: JAS FOL BOTANICAL NAME 6auhlnla blalc.eana Eucal~ptue nlchol11 Eucal~ptue torquata Archontophoenlx cunnlnghamlana UJaehlngtonla robueta Agapanthus varlgata Agave attenuata Aloe arboreecene Aloe nobllle 6uxue mlcroph~lla Japonlca Centaurea clnerarla * Chloroph.ltum comoeum Euryope 'f1uncH<.ln' Feel.uca clnerea 'Glauca' 1-!emerocallle '1Jbrld Llguetrum Japonlcum 'Texanum' MHrtue communle * Fhormlum tenax '6ronze 6abH' Fhormlum tenax 'Jack Spratt' * Frunue carollnlana 'Compacta' Raphloleple lnc::Hca * Strelltzla reglnae * Tracheloepermum Jaemlnoldes * = Plante for FotterH Planting Schedule Refer to eheete that have potterH. Jasmlnlum polHanthum GROUND COVER: W/4½?;';1 Aloe arlstata tz{~j -6ougalnvlllea 'La Jolla' ffilI[]Jij * Felargonlum peltatum ~~ Strelltzla reglnae l@g 9 Succulent Ground Cover CZ] Turf 20 10 0 20 40 GRAPHIC SCALE: 1 "=20' -· COMMON NAME N + g I-long Kong Orchid Tree Nlchol's UJlllow-Leafec::t Peppermint Coral Gum King Palm Mexican Fan Fa Im Variegated LIIH-of-the-Nlle Century Plant Tree Aloe NCN Japanese 6oxwood Dusty MIiier St=>ld""er Plant NCN 6lue Fee.cue '6rlght-n-tlght-orange' GloseH Privet True MHrtle 6ronze 6abH Flax Jack Spratt Flax SIZE Compact Carollna Laurel CherrH 'Jack Evans' 61rd of Paradise Star Jasmine Finl<. Jasmine NCN NCN IVH geranium 61rd of Paradise Carpobrotue chllensls Excallbre -Seashore Faspalum Pacific Earth Resources (8(?)(?)) S42-S2Si& 31&11 6ox 31&11 6ox 31&11 6ox 12', 18' 6TI-! 12' 6TI-! I GAL S GAL S Gal S Gal I Gal 4" Pot 4" Pot 4" Pot I Gal I Gal S, IS Gal S Gal I Ga I S Gal IS GAL S Gal IS Ga I I Gal S Gal S Ga I -18" o.c. S Ga I -31& 11 o.c. 4 11 Pot S Ga I -31& 11 o.c. Triangular epaclng from flats s 12 11 O.C. Soc::lc::tec::t Turf 4 WAS F!06 2!i' 6TI-I • ····--\ 4 WAS F!06 2!i' 6TI-I ___ 144-00 __ _ -., ! I ' i ! POTTERY PLANTNG SCHEDULE G) 1-15 GAL PHORMIUM TENAX 'BRONZE BABY' SPIDER PLANT 8-4" POTS CHLOROPHYTUM COMOSUM @ 1-15 GAL STRELITZIA REGINAE BIRD OF PARADISE 8-4" POTS PELARGONIUM SPECIES ~dM~~~1N~A~OLINA LAUREL CHERRY @ 1-15 GAL PRUNUS CAROLINIANA COMPACTA' STAR JASMINE 4-1 GAL TRACHELOSPERMUM JASMINOIDES 8'nOF:H 'B> COVERAGE AN) PLACDENT OF ALL 8Pl<E8 COVERAGE: 6" g" 12" 15" 18" PALM DIA. SPIKES USED 2 4 6 8 10 NOlE: ON NEWLY PLANTED AND TRANSPLANTED PALMS SPIKES WILL BE PLACED CLOSEST TO THE TRUNK. C-3727 I • s E 0 zi ~-------------------~----------------------~---------~---------------------1"'' ~ ! ' PREPARED BY : ~ NU VIS LANDSCAPE ARCHITECTURE AND PLANNING IX )14 )54 )J46 PIii )14.)54.lJII REVISIONS NO. DATE BY PROFILE SCALES APPROVED HORIZONTAL PALM STREET u, I • n, Lfi : .. ; .. ' PLAN SCALE PLANTING PLAN ~ ! , .. ;;::; 20' 8 r--t----1---i-------------,------1-,=,.,.....,,.,--=--.-,,==-=---I--------------..------~~. 1--+----+--i-----------+-----i DESIGNED BY: DRAWN BY: CITY OF NEWPORT BEACH R-5763-S fi 1----+------1--+--------------+-----; CHECKED BY: DATE : PUBLIC WORKS DEPARTMENT t-S-H-EET_2_5_o_F -2-5--t ~ -----------------------------------------------------------------------...i.--------------------.i.-....i. ___________________ .._ _______________ .._ _______ _ ' ' I ' '